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Home My WebLink About062-98 World Wide Automotive (Fort Collier Ind. Park) - Stonewall - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z _ _ EXISTING INTERMEDIATE CONTOUR -- - .._.._...__ 33 _.._� w.._ _._�..._ I--L--J SCALE 1 "= 2000' W o co 000 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR "� x � 330 �� Q+ 37 �fU - (D `V 100 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion z 0.a SedimentControlRegulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 EX E/P� �� v o � J Ln 2. Measures to control erosion and siltation, includingdetention ponds servingas silt basins during construction, g applicable. able. of conflict between an of these standards, s ecifications or PP Y P EXISTING EDGE OF PAVEMENT __.___..__...__.___._._.._____ _ Fo a = L o N must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent. shall govern. PROP E/P _ > Q 4 N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT S Control Handbook. V2. All construction shall con I with the latest U.S. De Department of Labor Occu Occupational comply P P EXISTING CURB AND GUTTER EX C&G _ i N C o 3. Aermit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation p g g p p Safety & Health Administration and VOSH Rules & Regulations. PROP C&G ICA i i � � C Ln (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER I ` �v oo _T X 4. Approval of this does not issuance of an entrance by VDOT when such is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R plan guarantee permit permit shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CC-6R�� required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE T j �� is c ciTE a) o 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. j >11 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation V4. Design features to to traffic may PROPOSED TELEPHONE LINE T T (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be relating construction or regulation, control and safety of _ EX. 15" RCP j S w responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VDOT. J 9 rY Y EXISTING STORM SEWER PROP. 15" RCP I ,®� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. _ J V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER r- 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX `� Q 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the PROPOSED SANITARY SEWER -- --- - - -- - - ---- - - - �\ o N Q w _�> > Q 0 Control Devices MUTCD . ( ) EXISTING ELECTRIC SERVICE ___-__ -_ _ w > W_ contractor, various County agencies, utility companies and VDOT prior to initiation of work. SHEET 1 COVER SHEET 0 o a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P SHEET 2 SITE PLAN 12- n a w Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 3 PROFILES `ten' o LL 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ------______._.__ _____, _ _____ _____.____ SHEET 4 DETAILS o w Q 0 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE SHEET 5 LANDSCAPING AND LIGHTING �- U_ 0 > w F- 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE SHEET 6 EROSION & SEDIMENT CONTROL cn z V) Q Q > o o 0 > o` o in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE - --- -- -- w Z :2a X 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other affected by this shall be maintained PROJECT INFORMATION J o w g W Q be minimum 6" diameter and conform to VDOT standard SB-1. properties project through construction. FENCELINE-------- y`- ------ Q > �V w cn Q 0� 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than V9. Contractor drainage is the during EXISTING POWER POLE PARCEL IDENTIFICATION N0. 54 - ((A)) '- 36 P STREET ADDRESS: 300 WEST BROOKE ROAD - cn cn cn � >- one litter receptacle shall be provided at the construction site. shall ensure adequate achieved and maintained on site o and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 14.939 ACRES ,V >-01 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to -� ��-� EXISTING WATERLINE W/ TEE ---- - --.____.___ _..____.w___ PROJECT AREA: 15 ACRES a enteringpublic streets, and it is the contractors responsibility to clean streets, ally dust, and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have DISTURBED AREA: 11.50 ACRES Q whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -w w 'T' w CURRENT ZONING: M-1 condition at all times. CURRENT USE: VACANT 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V1 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT - PROPOSED ZONING: M-1 PROPOSED USE: MANUFACTURING �- a� sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that 60' sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ---- �. __�__ ___- `- ALLOWED HEIGHT: .5 PROPOSED HEIGHT: 38' (D M a 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER MINIMUM OPEN SPACE: 25% o 91 standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority. P Y / Y Y prior to placement of fill. EXISTING REDUCER PROPOSED OPEN SPACE: 46% Z B 5 o 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER -......___._._.._._..__._I w O o - ri (n .0 v' b a a contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN r > prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) REQUIRED PROVIDED W °' x a utility verification and the proposed construction......_ of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT ..,_.-::`= BUILDING SETBACKS: FRONT: 75 FRONT: 76.0 b > b E~ �r N a, E 00 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/0R JURISDICTIONAL STANDARD RAMP CONSTRUCTION RIGHT SIDE: 25' RIGHT SIDE: 177.0 rx ix o a as o result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to ", ', LEFT SIDE: 25 LEFT SIDE: 240.6 �, a. �, a 4Z �, a w �°, �' v� 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES i , REAR: 25' REAR: 132.5' A Q) cu =" 'a CJ C 'W Q do B must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 0 '5 5 .- b =0 5 -5 � 'S development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 's v rx a a IV r t o a a M rn rn rn rn a� rn rn rn rn 19. The developer will be responsible for the relocation of any utilities which is required as a result of his The relocation should be done prior to construction. p V15. The installation of any entrances and mailboxes within any dedicated street right-of-way H/C REQUIRED PROVIDED PARKING SETBACKS: FRONT: 25' FRONT: 1 16.5' W rn co project. shall meet VDOT minimum design standards and is the developers responsibility. HANDICAP PARKING SIDE: 5 SIDE: 68.5 �� ~ - to � CD20. rn as These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 5' REAR: 22.5' Q in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 4' acceptance of work. Unlit and total prices may be obscured. F.A.R. CALCULFT:ONS PARKING CALCULATIONS 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement 6�,. 172,483 sf / 14.939 acres = .265 Manufacturing Plant "A" markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT Parking Requirement is 3 per 4 employees 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard account receivable basis. 120 warehouse employees yields 90 spaces proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET NAME SIGN + professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT ___._._._jk _ Office geotechnical report has ben prepared, it should supersede the requirements in this note. SANITARY MANHOLE INDENTIFIER 12 Parking Requirement is 1 per 250 sf 15,450 / 250 = 62 spaces 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 of in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 152 spaces required EASEMENT LINE 182 spaces provided wer: Frederick Count Sanitation Authority Water/Se Y Y P.O. Box 1877 Winchester, VA. 22604 CENTERLINE 12 0 (6 are ADA compliant) EXISTING SPOT ELEVATION (540) 868-1061 PROPOSED SPOT ELEVATION 12 s ENVIRONMENTAL FEATURES 12-4 Phone: Bell -Atlantic P.O. Box 17398 EXISTING TREE DRIP LINE FEATURE DISTURBED PERCENT SIGN REQUIREMENTS 4 Baltimore, MD 21297 _. j" FLOODPLAINS MINIMUM SETBACK FROM PROPERTY LINE = 10' 0 (301) 954-6282 FIRE MARSHALL'S NOTE - EXISTING TREE " �'' . 15 OAK W 15" PINE " LAKES & PONDS SIGN MAY HAVE UP TO 100 sf OF AREA 0 N +, � � � 0 MISS UTILITY 1-800-257-7777 -._' 4: MAXIMUM ALLOWABLE HEIGHT IS 60' ,� Q Power: Allegheny Power OAK WETLANDS > 1 AC 0 O Fire lane markings and signage: P.O. Box 1458 Hagerstown, MD 21741 PROPOSED TREE- SINKHOLES NATURAL S.W. 0 0 O 1-800-654-3317 �� Any No Parking signs and yellow painted curb locations will be installed DETENTION AREAS > by field inspection at the direction of the Fire Marshall's Office. O Gas: Shenandoah Gas Co. STEEP SLOPES 0 P.O. Box 2400 > 15% Winchester, VA 22604 (540) 869-1111 Q WOODLANDS 0 * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY O FCSA CONSTRUCTION NOTES TRIP GENERATION DATA --- C0VER SHEET 4 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ITE TRIP GENERATION MANUAL - 6TH EDITION ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. (By Rates) MARK D. SMITH 9 Project Name: Project Number: 2. 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTOMOBILE TRAFFIC �O No. 022837 World Wide ° Atl/tomotive 2197 Sal •� 4. AUTHORITY'S INSPECTOR. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION QF WATER CLASS 140 - MANUFACTURING 157,033 sf x 3.82/1000 = 600 VPD'S / � `SIGNAL Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY CLASS 715 - SINGLE TENANT OFFICE 15,450 sf x 1 1.57/1000 = 179 VPD'S ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE 'FINAL GRADE OF Stonewall District 9/21 /98 MAY 2 1 1999 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 TRUCK TRAFFIC INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS ( 10% RULE ) DEPT,OFPLANNING�DEVELOPMENT Owner: Address, Including Zip Code &Telephone No. THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALL�D CORRECTLY. PROFESSIONAL SEAL & SIGNATURE 6231 Leesburg Pike Suite 600 DATE: 9/30/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. (600 + 179) x 10% x 0.5 x 20 = 779 VPD'S Fort Collier Group Falls Church, VA 22044 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (703) 256-9700 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST P'F THIS WORK. IN THESE PLANS SHALL BE APPROVED BY same DESIGNED BY: MDS 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE ANHOLE. TOTAL TRIP GENERATION OF 1558 THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE ( FIRE OR CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOB NO. 2197 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 6 W a C- M CID Q] M 0 rn rn m Q 0 cv ro L Cr 0 CL Q 3 3 0 4- a 0 3 I t` tT cu 0 LL- X MH 54-A-36I Southeastern Container Corp._ `- -----------� -VDOT Notes: ' �\ t , - - - - - - tease- Building -3' - 1. Entrances are to be be built ' r��}��, _ _ _ _ - - - DB 766, PG 73 DB 800, PG 577 to the CG-11 standards. The CG-12 / handicap ramps will be located by 54-A-36G �.1————— Zoned : M - 1 a VDOT field inspector during r / \ construction.— — — — _ ;� Kraft General Foods, Inc. — — + = -----�=- — DB 759, PG 1062 �. w w — — — — — — — — _1 �— \� �-'. Zoned:M-1 —, �— --" ' tis- \ Use Industrial Z 1250' to Route 1322 Possible 12" W/L Existing Stub to be field verified. Rerouting of proposed waterline may be required._ "" ____ ._ --- . ' -. \ Sight Distance °\ If found contact engineer for ossible changes. West Brooks _ ,,S i ht Distance _ Road.t ,,' ` -—' _.__- W o 7070. - �o A - s� _ZW_; -�•— , f' i Route 1320 (60 f R/W) .� s� sr• _ .. 2 x48 Tape _ - -Z.: _ _ - _ _ __ - 4e _z� - - s� • - --- - - - _ - - -- _ -�,,. y� - c� _ _.-- _. J _ �2 1 �.ane w-6 loch-Road-Gi;ade_ 93 ,� -� �s �- _ 93 -92 - _ y 1 1 -.'-- ... -- -.-� - _•• - _ _ __. - °�' L 1�� 1 - tv _ _ t _ ___ _ J _ _ _ - :: _.__ _ , - _ _. _ -� 2 -- Arc= �_........ r '• _ -" . - __ ..«Rm _ r„�,`. ��# 93 9 ti"- a ?7 �i i t1iVN(C \�'�"�«^^° �� <`_. N 8°3136 883. \" \ .�� 304.17' Radius= a i n 4 vt e �, w W w - W -- W _ - �~ , , __. 703 I — ,� r - _ ___., __ _.,__ sh i s 84. - 1970.00 s 703 �. -- Proposed 12 et ap by FCSA Existing Waterline Easement , ,,,�� " \ n y - — -- �- ,� . — • — — — -_._ Chord=N 42'ST00-`E-- B03.8T _ 'h _ \ GA _-GAS S AS O `' GAS LA`S �s--ts�=� GAS S GAS T �A r--�— G S GAS S r \— 80_ '. \ \n "�' •� E$istin dine Easem GAS GAS GAS \ i �� .�-� �_ I;I ' \ �s w = N � - a; C I �' o s f E � `— 702'33,7'7021 .�'"."....' — ' — APPRO~X. LOC. OF GAS LINE q w �� !J g2 — _ - r� \ _ qN \ ....... „- _ — 4V - a ---- -\.et - - — 'f - Ln a < o ZT _ - � _ _--- --- -- _ = _ �,�+ 7z t 3 s � • - � AS G � GAS - o- 75' BRL "' - ry ,-- +�- — w w — w w •w — w w — w — w o w w — w P— w "-._ - __S9� _g . as z w -- w+— w w w CO IIdV=6 5.27 . '` _., _ \ _ ` ; _ INOL_ 4' `680 38 A a) o c � - O S — S — S S — s — ��\1�; — _� 75 - BRL �' i 3 b ' ! ; ;, Lateral +� +ss ...- Inv=686A' CO INIV, 8 50. --- -- 4" Sewer Lateral• �� _ _ ` . outs at ever 1 NOTE. _• --� _ 100 Y \ \\ �p �` \ CONTRACTOR RESPONSIBLE �' FOR EXACT LOCATION OF GAS LINE � w o `� f 8� j d� coQ' Pr FH ; i f �1. :90 p 10'R + M/ \\ \ .1 �10 j Future — Ac16 ion 15450 SO FT 88z� 5 K\ op Trans- Office 4 FH cy� .,, \ _Z\G,`\_. ormer Pad �3 Screened w/shrubs �0ti 89 ' 1.5 WM , - OFFICE FF=690.25' `� ' \ 10' sr• :i�a ss _ ?��i�' _ 87� 87 _, \ '-~ o \. __ 4d 89 \ 'f�,f< a) a, r, � �`a 126' 892 <s �� o. 22 ravel Fire l e GASiiiETER S MESS ®a 892 asn 3 3 FLAGPOLES 87z' , __._ q o o '�' \ \ a 8 21-B ` m .' CO NECTION , f Maintain 18" oVclearance ,`-` , 1 _ a { , n v 1 � 86-� \ 54-1-C Shocke Realty Co. Y Y _ ,' �0 INV=685.5 � • �'��€ . 2 j 'Fire Line Connection ,.- ,' - SM-2A __ ------------ ,-' 6 2i-B . _ _ j \ 1' i -v a -i ---_-- _.-.--- y \ �n rx E-•r� o 46 v �, DB 614, PG 740 I Zoned M -1 Use :Vacant ( z ��, `o 6t H f i" 1 ! «--� _ _. \ \ _ _~ \ - �--� _ S ca a, � A. �s w �°, 0 ° zn g8 \ G� \ '° Tpplcal 24 ' 20'_�" m \ _-- I 69`} o,`° . ,'" --- a ManufSc iftg Pl�emt- `" 6g� _ 157,032.E sf Height = 38' �, s > ' CO INV=687.5 �: _ / �.. m f �-1-_-_-_ W CO :- \ rn G, \� ` Q � c� \ y� z W o _..-_- o CQ -- --_ t___..._ , _. � , �\ ' ni rn �o rn ao rn -- rn cv rn c� � cat rn rn n M � � Ft ture - Addition ;. `� FF 690,2.5' 9 -2g an BM-2 ;r, 41-B - ` ` I 7t � }( 2'Curb Cut _ 84% 84�z;5l , v10EC3 + -1 f i\ r'8" + 85-M 84 2Curb Cut -��~``� +\/� 1A �\ d r O I j , 84 ✓. O ,EC k - Qza / ,,• i ' .. ��` � ., �o\of /`` lk. �.,,� \. \ t i ~,, � ._.,-'--•�,,' \,,'.`�. -.j 4r, �'-• ' • � �'r. ,,•�.., v �' � ''c l; v ,..__ _ J 54— —36 / J V � - .. � s' \ � / \ t, '� •, Crider West`�Virginia DB 7�if PG-73 O D Z PR ��, 3 ,- 'a ``. � i s '� � �--^-- r` �� -^ -� = , , °, . • \; h \ M 1 �o N _ _ r ` ,. �' ._ \ Zoned . Industrial - tJ W Lr) 86- - I -- - —_ _ ' A 8L 10 I , 77, l ZJ '� _ 87 - _ - A m `1 Dr1ve-1n- t------- Overhead Door `.'- ' \. (J Y 4 t ,; , �� \ t Smolflng Area 8A 16'x34' Cano over 90 87 4" concrete pad at , •w N _ _ e .. \ INV-84.4 - 2 from the building s �.• ' FF=688.0' __ _ ----- I 1 68s 86zs _ i ; ' t 1 Fire Line Connections � 6 .4 INV=84.4 - __ ti _.__.__. _ ', 1 - - =ww —w —w =w w t w ` t- t•+ --^. - ii _ - .TF.. ^1- w-r w w w �w -w\w ww + ._. ss •"•% ' 7 w w rw. fir:: > 87p�Z j 8 ____ _ ._.._- __ _._... _._.. .,, is `,` i JJ ,-•, i ; ~ \ _ t ` f \ \ E-� Z __ I 14 • P � 8 i"" S - `Enclosed Trash r ` Compactor 8 c 31: Prop FH ' �:;- n i 85 Vag - f N � FH I ' 44 • ti t 0 51'R 11 47.65 �° - ' OC:• "- t T- C/ 6 Concrete U 21 B � ._-:—=--...,• _ gR I .. a _. J-- 6 9 , „^^..•._..,,,,w,,.., ..-..,.. ._._.....,...,_,.,, ......,. as � r 5,R \\` i b s � it r a 1 1 C' V] "i r , z, i0 v ^=' �___-__ G fl s rU] 2" SM-2A `s 85 r ; 3 BM-2 �' - 85� _ 85- �SF.gH Reset Top�6 a 84Z 1-- - - - - - - - - - - - - - �7 ' _ d7CURB- b °°---�--�- _ ` 8" 21-B J�� - _� � .-== � -- ____ - � — T - _ CUT _. _.••-•-.--- 6 I gLlNV,.I' db ____ - _.-_ ,..c - - - --------- - ,, �-__ p. ' 25' � - ..K _ ICI - - INV=82.0 ` _ 2 RBµ CtJT w i EC-1 - INV=82.0 �.-- � ' " _ 303• _ - - __. _ r;: ... � t :. � 4327 80 3 E -.•.._ — - _,,..r - _.- � _ -- f Drop r`nl5t 682 - - -3 - - - -- - Fort Collier Group \ Tn �6S .3' -- Fort ollier_gGrou - -- ---- - _ p---- I > Lease Building #2 _ _ - ` - •- _ _ , Lease Buildlilg # _ _ - Zoned M - 1 ` - ? _ _ PVC anci - L__. } _._. 686 - - "Use 76 PG 233 7 , oned : -i� _ } . ___ --- - .. _- 54-A-36J _ ` Industrial - Hershey Pasta Group _. Use :Industrial , , ;, _ _.�_._ I �-�•__ -�. c� Winchester, Inc. DATE: 9/30/98 ,, _ _ DB 828, PG 1627 Zoned : M - 1 \ \ I Use : Industrial SCALE: 1 "=40' I D DESIGNED BY: MDS _ I JOB NO. 2197 ISheet 2 of 6 a� 0 rn 01 CD C, a 0 t,1 a 3 3 O a c- 0 3 I rt, cn QJ PROPOSED GRADE 4"X8" CONNECTION W/ SCREEN IIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4" PVC VARIABLE DEPTH 8" STORMDRAIN 0 24" PVC INSTALL YARD DRAIN ® EACH STORMDRAIN CONNECTION SCALE 1 " = 2' 695 •:1 675 670 0 700 695 ••1 •:1 675 general backfill generalbxkfAl /�, _7it. a h � 0 D. a- E- 4 mudi�w see.otlwi eat 8 -- —6• �+^ tAn1- ro- �' 24" carefully compacted = .4- carefully compacted . select bockf9l elect backfill stone i-_. il✓�► aggregate Q. C. 1/2 °p • . ♦ VOW a /o O.D.mi Lgale r1Ae t 1ar b1�* SOT wldrtwDeE aaerJ `1t01w concrete 6" TEE, WYE. OR PLUG TYPICAL SECTION stone aggregate In lieu o/ wood /orming the fitting may be with 'denotes timid excavation STANDARD polyethelene, and the canasEe poured to corny surround 'b- = 12' mn, for t0" and 7!11er ppe CONCRETE CRADLE the fitting and against undistxbed sal!• The bearing dame^sions b' - 18' min. for t2" thru 20' pipe against undisturbed sod shall remain as shown. see chart below for A, B, C dowsions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS wl whi*"n1 yene.a ovcsnn O.D. .a._ 8' I 24 carefully compacted concrete _select backfill corrlpact select boc O.D.7. 6" I/2 O.D. 6. stone aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENIT TRENCH & BEDDING Figure 1 0 1+00 Proposed Waterline Horiz 1 "=50' Vert 1 "=5' Pipe Da. pkgs, Myes A• revs 11 1/4' and 22 1/7 Bads 45' and 90' Bends -- A B C A B C A B C 6" 1'-0' 0'-9' 1'-0' 0'-9' 0'-9' 0'-9- I'-J' 0'-9' 1'-9' 8' I'-3' 0' 9" I'-J' 0'-9' 0'-9' 0'-9' 1'-6' 0'-9' 2'-3 10" I' 6' 0'-9' I'-6' I'-0' 0'-9' 1'-3' 1'-9. 0'-9' 1' 6 12' 1'-9" 1'-0' 1'-6' 1'-J" 1'-0' I'-e 1'-0' 1'-0' 3'-0' 16' 1 1'-0 1'-0' Jr ' I' z'-01' -0" 4" I4' 2'-J 1'-0' J-6" I'-'' 1-0 2-0' TV I-0 4'--06' 18' 2'-6' I'-6- I'-J' 2'-0' 3'-0' 1'-3 4'-9' 20" 2 -9 1' 6' 4 -0 I -9 I'-6' 2 -0 3 -3 1' 6' S -0 11 1IC THRU 90' BENDS cast in place access door, centered in top (see note 1) V06LS 2' max. at property Inc (see note 2) roadway boxes E 2" type K copper tubing (no joints c^v from main to curb stop) `saddle with corporation stop water main ball valve curb stop with FIP ends, with 2" gate valve operating nut yaw, n rob or. RWge and I I '�y ereledbd i+ rnrsrek end bbNa FffW SQE ROD S17E NO Roos p�Q ILI 12" R LESS 6 2 W. _ Y i 14" - 20' 8 1 M. CUTOUT DETAIL VERTICAL BENDS slzE n-1 +' z1-1 z 45 90 typical aline bid*,9 v' 6" - - - 1.3 8' - - 1.1 2.3 W. - - 1.8 J.7 mmr Boas FDR wRwA 12" - 1.2 2.8 5.5 UP K DS WILL BE THE SALE 14' 0.5 1.7 3.9 76 Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter concrete pad 1'-6' sq. x 6" deep manhole with cutouts L solid support blocks screw hype "11- under custom setter adjustable valve box 6" stone bedding r locator peg NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased thrust in 6" dia. SCH40 PVC or SDR21 piping. The block 18" to 24" piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. AS FM H016ZWAL EM. 16' 0.9 2.3 5.1 - 1 1 /2" and 2" METER INSTALLATION M. 14 32 &3 - Figure 6 20' 22 4.5 7.8 - CONCRETE THRUST BLOCK AMENDMENT N. 2 - AMENDMENT NO. OCTO . 3 - CTOBERAPRIL 1998 Figure 2 700 695 CAI/] •:I 675 670 0 thrust block 1 8"x 8'x 16' solid block (for valves 12' and larger) GATE VALVE Figure 8 1 +00 2+00 3+00 4+00 5+00 Proposed Storm Drain (Front) Horiz 1 "=50' Vert 1"=5' 6" dia. 9ched, steel pipe file ConCrete and yeffow 18' dia. concrete encoserm BOLLARD DETAIL 3 direction of setting to be approved prior to installation as r wired concrete pad 1'-6' sq. x 6" deep 2' min. - 6" max. stone to be minimum of 6" above top of b FIRE HYDRANT ASSEMBLY Figure 9 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 Proposed Private Waterline Horiz 1 "=50' Vert 1"=5' screw type adjustable valve box 1 ,— locator peg mechanicol joint swivel tee with 6' branch 695 •:1 675 670 15+00 Z OL W W Z V Z W N to N N O N00 N 5 a C Cp z > O W = L N �' W -0 C Co �� Ca. N — a Fti to m N O N T C L C :3 W to r., U N w� � � N N Z O �i+ tom+ t.. V O ..-, O O td a. a Q(d E-+ ao N CC\2 v r W tail M O W rn 9 o w a) rd rx C/J 04 a a M W ~ ao co rn rn r- C\2 CQ C 0 0 CO C\2 0 CQ � 00 �-• o o C� z o , O .�[ ccS 0.1 � _, > � In � 0 o ° rd Q) Ow DATE: 9/30/98 SCALE: as shown DESIGNED BY: MDS JOB NO. 2197 SHEET 3 OF 6 FO 1992 3.20 Source: Va. DSWC Plate 3.20-1 1992 3.09 Height The minimum allowable height measured from the upslope side of the dike is 18 inches (see Plate 3.09-1). TEMPORARY DIVERSION DIKE Source: Va. DSWC Compacted Soil 18" Imin. Flow 4.5' min. 1992 3.18 onle e, e n s11»1 w•.� ... v 1,,• n.rne,. A C Ie.ebt b N Read inaM/fen sna.n w olm.l 3• 'a e�IMf Stl PIPE' OUTLET CONDITIONS �i nII danNlN.Cs. °- s.. . .• •e•"�• ° --- ope.nwrl.. Lin I cena•t. r.Pw•ren t SECTION C-C A � Ad 1. efd,n s- 2.-0.. el e. u.eM re«.eY ado d O _____________ __'' •no.. en IIOkr ..<lion. PLAN VIEW ------------ PIPE OUTLET TO FLAT AREA WITH NO DEFINED PLAN VIEW CHANNEL eyP.s.se c+r•• D �eo• er stw.,e.l e z I.n. r _ _ _ b •i1n VDOT pre i•cl,, pl.a.. 7Mn Clwq• _ _ -- rot• le. leb'wW� � .aNn. rw svM eenn.reMn fe the S.w I•.c_I vesr«. .less r.wl.� 1•r '" 70' a•,LeAN Iw convw•clr Enlr. pav t .Nc » elr�lt•d w , D IM .nlcert..l .ve► _...___ - d SECTION A - A ♦ RaSel .s e. a.naew»•• e yllr 0I 11-1 b. cen.lruef« »Ywq iM R/w M •"c•01 Iw _ III r•rbcenan/ p•,rpe.n. w cc-r. 1n, owe r.t:. en Guidelines for Grade Change D cc wie - Ct.. -1, i. s, I" q SECTION A -A FILTER CLOTH KEY IN 8--9'; RECOMMENDED FOR ENTIRE PERIMETER tc sl.nere ,. le e. riwl« f. melon tw Slo rrq.ntoeN cwh cen110vefbn. tnlranc• V.Iem D._wM w.i.Mw S. stn d cc-r! t., Cure sure e..qn Ind, tnw� ,Sao veal 0 / ] x Ifs le » une .iln IN. sl.nde.e. N. M.n Isao-,l0a vr01 ! a x • 1 en.n M rm.n.. •.w ewwl _evwwM• A IM NN.� .•aw..nre. r .•,kirslve Merr Le. IM.• Inv. sa0 V001 e / e / Ir ucY t ellk, cm.ilwatgn M. M » 9". to 1M d.pin 0 «lecml e..rt to T i.cM.. A 3d MIN o ( XOp env M.li. ner e. lien, ____ _ Orlbl.el M.a.. n-Y ••ale'• OX'e •Il..1., w^e"v pw lien al pull« 10 w•c� A METHOD OF TREATMENT - PIPE OUTLET TO WELL CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES PLAN VIEW DEFINED CHANNEL 120309 VOGNA DEPMTWNT Dr TRANSPORTATION — -- L a o - d SECTION A -A 7- FILTER CLOTH KEY IN fi•-g". RECOMMENDED FOR ENTIRE PERIMETER NOTES 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP. GABION BASKET. OR CONCRETE 2. 1^ IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THF. MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC SAQ .� �Isot 41P .I5 p(gof Dy Dy 9••t•f SC1v ?I gar t.t toll 15" bend DISH odq>ter r A"tor p" �"' %% `� .•.. +e% r• �y��- .. --.iv, iN`t ,..a.Fr:. t�Kp.. _':•T. �t it - "F,if e+*•n. v .vy>� a<a 3" mrrhk.R d'x4• pbe � dffhgs J Da..,• ta1�r +p TrIiMO'^C'LQ r• +sin. roue+ ,'In Teen GRAVITY SEWER SERVICE LATERAL Figure 15 Plate 3.18-1 cost Iron cleanout cap with braes plug R haul,,?q a oounteraink sqquuare head Paint Model PA4SV-CSK (4-) Panello Model PA6SV-CSK (6") square concrete skid pod 20'X 20"x 12" deep I —{ I oggregate base c depth 3- ) Id• cleonout pipe SDR 21 sanitoryy s•wn moih Wye 45• bend ��:6" stone bedding NOTE ftere length of service lateral to exceeds 75' a Cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 Plate 3.09-1 MAGNUFORM8 III RCS SERIES - RECTANGULAR CUTOFF LUMINAIRE The Magnuform III Series offers an aesthetically -styled rectangular housing with sharp cutoff for a variety of distributions for any lighting application. With a wide range of optical assemblies the RCS Series is ideal for shopping centers, parking areas, malls, commercial and industrial complexes, roadway, or any area where luminaire styling contributes to the visual environment. The RCS unit is available in 100-400 watt HPS and 175-400 Metal Halide. Housing - Lightweight, rugged, one-piece formed and welded aluminum insures smooth construction and weatherproof integrity. The luminaire is pre -drilled for mounting to pole or wall. Ballast - 180aC insulation, -20eF starting (-40aF, HPS), 60 Hz HPF ballast 50 Hz ballast available - contact factory. Lens Door Frame - Extruded frame with rigid corner DIMENSIONS bracing and die-cast zinc latches to permit tool -less entry for servicing. The door has high quality silicone gasketing to seal against entry of insects, dirt and moisture. Decorative silkscreening provides for concealment of electrical compartment Lens - Flat, tempered and impact resistant glass. LEKTROCOTE© Finish - Two mils minimum of electrostatically applied powder coating, high temperature bonded to the surface for maximum adherence and finish hardness. Standard finishes are bronze, black, gray and white. See ordering information. Additional Features - Fully gasketed for all weather operation. U.L 1572 listed and suitable for wet locations. C.S.A. certified for outdoor use. IP suitability - IP55. CATALOG LOGIC RCS -A400S-3P8-T1 -PCR �PTION6 NAONUIOM1111T F (1 evu el • Fusing I ARM MOUWr PCR 11 Itru 61 - (Select desired FWW.;H Twup Lack —lung adaplerl t - &ono p„olocon,m, 2 - Black Receptacle WATTAOGSOLIRCL 3 . W1 y (Order ptddco O „ S aeprs•M •I , -120V 175 100 2 - 206V -2sOV 2so 150 VOLTAGE WO 250 5 eeOV 4 • 277V 400 6 xN 5•ee0V ° - OuadTepa 6 - Je7V V[IMION L - Lan,D +/eluded (120,206, 2r7 (Standaon 400M1 24otz77n rd DISTRIBUTION P - 11 1 111 AuymNK T - Forward Ttvow W ' Type V Sq. (Selectrva Wseeges Only) (HUBBELL) Lighting, Inc. VMin) � 47•h" (591 fnm) j'Tm) cc It I.ry ar. lN'►� ern ¢} N a w IN, pdrl s rb' Vlr 1 aMlar al,.l•" 't tad ro htr..n.l. Nw. mwllner N carr.vcne, ,rr .war CoVS Ir n _. _.... a. a} vr,Nwn Sl w.re r "1 •�'II• •I• ^ vr.r N" o / 1 1 � Slerw, $rev �� ■■ 1 w Cc It 1 t.ls. a t o r FOR V AtIrR L Rnp.1L RCE FOR US! Y Ao i:ooi it sx �_a•_.°f�r Ir ce [nR.tcrloRs "ro m+lrtnnK .l•. csre�ov...s "'..� w rrt.s. r.,a wnc vwNerw. I 1.5" SM-2A 3" BM-2 8" 21—B BASE STONE ENTRANCE PAVEMENT SECTION (BASED ON CBR-6) 2" SM-2A 6" 21—B BASE STONE PARKING AREA PAVEMENT SECTION (BASED ON CBR-6) [MIRAK'EI RADIAL PLAN ce. r w slaws ccu rr mtn7 i -T SILT y�, �I I.f.J ] /�f � �� 1,.4 } ,�:'��:� )'T<.• .I, J' tk_ Ate- "1f11r-�r''(�t �r3r la r0 Y1i� ra [vrnare, pn v 4 B vw. wB She-, � • d.' ► e e S rr .Y Scat r .P. r, ..a.e. LT -I' — — — — — — SAW. rtiw,rw.. 1 A — TANGENT PLAN rep 150"Frow vn[,r • rNr. srecc a a-r Wits 11 sr,e,ef r_ r+N rIe •.+++ tr..a1r�Nr N s �1y� rl co'or. ryN� ,Ir ,y mr N M wrwawr r�vp•r AIwe11rl N arced r/ry ,v/ev cs/rrp M Mlr, rNM A aA r/rs rrn.I /bev .ol' b r.ne > .Reel urn ruled �/M . Ib uAr. am r a,w In o1a.4 TN eraeaw .rN1a ,Ilr r p•orra,e 4 on ..prr epr.pr, 4 Sre.CGt r� /rnr, R.•Ir rN.b.•ar ..n.rwa uANrrte. v Cca * ,� s � _ fflrr aria+ r o.1 .a,V N b uvr .wpeNah .°w rw /ar r a ✓p pe-- .- r's a /w i, p r,rewu .,.r W VaI1.1 /W ee.r ar, e1IM .INIIrN /Nrer Yen rn b and In yea r/N• pcae•V y >m reAe rAv.hm mv,i. sIM r aw M. SECTION A -A rN, See SS,. Aiswe, air.r. N Se rn s , rA— 1• a r N _.r eve a.A rue, r /m r — M rip f—. ,eseN.R r r..p ,.a-. s . r lr, • Ir C.e Ire. NeY sr.r re reN ,> r N avaer u w wb I> ,ewevw C.w. rvr.rw Crennrl_ ce+aw sle..ee ,n. f.pwl e,agr. Ms..w, n>roNnlnra. „:� sbr /U MMI•r♦ //�•�• n.✓a.r p •ev ,Ieo. llee r r/pv b awl rewr r• Iree".. M w- fr avr/are re p,wr. ""„""�•��-�-� '�' '"' = '. y . . rued, ver M fwlAraAs NM SNrwre C47 w Li/, mu W. ,ew a IM, tlerrrl p • - , • a N rlwur N .she IN ..rre.v a"n carlwrran i ' -.. _ w." twe R_rN ECr T,IMO..NW Nuq wo[rr.rrpr er,nlpa ■v/"w., Br -BIl, wr,. rA.' r.rrriArarwr1— _.N �ILs?'�as�qq3 Mr w t.r,geN r --Ww w, a . /eNlpny. /lI�ITl[yrmloWI.r.nr. crurIsr_ rep/Merprwap.we NrroMIa/ nw_ b =ar r pr rprMa,,- Np esrar ro fael edrr.lr.nInv r'.'w. "« Irv, "Sa..lf t_en" w "rn111. [ryllw.oM ulwu rle a Ira+ hero ..van ran /IroA trrnV upr r.Ne,n.. Awen,,ory Inr,.re.In rm rrre relwv. n %}�Jr ` '} (_l,�J.$_ ,f 0 f '�•t�f 11 CURB RAMP K/[R[RY (PERSONS WITH MOBILITY IMPAIRMENFS) wt A.rw/ .ts e1 talus vacs„•. orrA.reter a rRrslrprrua. ---- --- - - - sw .. .- •... •� : '_' — _ — The bottom of the curb and .... gutter may be constructed - parallel to the slope of sub- ,---e• _ 2,-O• surface courses provided a minimum depth of 7" is This as0 may be com" maintained. of n,a option of the contractor This curb is to be used when design speed Is 40 MPH or less an Rural highways and 45 WPM or fsoN: Comb. curb a gutter having a redkn less in developed urban 9 suburban of JOO'a kiss (alarg face of curb) shall areas. be paid for as radial combination curb a guttn. This Item may be preemf or coal in place. PoncreN to be pass A3 H cast In place, 4OM PSI if precast. REFERENCE" COMBINATION 6" CURB a GUTTER 105 VIRGINIA DEPARTMENT 502 d TRANSPORTATION 20103 T ' 3 1gTiN-:E Sir -YtAX tN I • / • e I ar I su - %f jI ,�W►Wt� �t�t.• 'r� Lr7 i�� r.�r.it :� l .• � t R t i• 1�• • w R A t •I .r sR •ot �.•�f•� .IIII,�L�r•�r.�r•�P .F�t: fill � •� e��y .e�.e�.e_ �• .ey.e�.e '•�•��•. '-'Iyl��i� -'l.11-- ° e • e •.•.:•• •:•e:•e:�r •t •, R •l IA• •tl • e� e `I . I I :� .,�. .: •..... 1. ... :_..lt I I 'll . i �.�„ � 111 , V 8" CONCRETE — 3000 psi WITH MESH LU 4" 21—B BASE Z STONE — DUMPSTER PAD SECTION Z (BASED ON CBR-6) W N Ui ` O 00 r cD N 4" CONCRETE Q Q �00 3000 psi W/ FIBER o J:� �� 4" 21—B BASE Z cn = > I 0 N STONE W T� r- IV I W SIDEWALK SECTION zcc Q� (BASED ON CBR-6) U ' R c_ v X Ft lei rn 6" CONCRETE K Q) 0 3000 psi o,� WITH MESH w cn 0 6" 21—B BASE STONE TRUCK STAGING AREA SECTION (BASED ON CBR-6) ADA St'd "Handicap Parking Only" & "Van Accessible Sings 6" Conc Curb Exposed � A8g JZ RQ�. ft2smp 1 i2 `-' •• Concrete llf6wc walk kO Curb CG-6 window �YD 2 Precast Wheel Block Z.C. Painted Symbol � v � a C\lFA (iNo Handicap Space 8' 5' or 8' I 8' TYPICAL HANDICAP SPACE AND RAMP DETAIL Not to Scale C L U Install 12" of Match• grade) 21-B behind curb CG-6 a See Entrance 12' Existing Pavement Section Taper Lane Above Ix o in VDOT Field Inspector 01- + N will approve CG-11 entrance before construction Half Typical Section of Entrance ID z 0 (11 cC al a) E on r N ~ IP) C'4 j C O 'C V2 -0 t]0 V2 � 0 C W Q 00 N rn � ~ rn � - • � co C\2 N oON = ) NOD P�� o i� \ co -4.-) > • -4 r�••1 Ui -4-.)�-4 Y) O - r(z1 �tJ � � 1•--1 l V N U Q) .._, r—, U U O O �1 DATE: 9/30/98 SCALE: os shown DESIGNED BY: MDS JOB NO. 2197 SHEET 4 OF 6 rn M crT 0 Ln T� O (1) 0 L TD Q. 3 o1 a 0 a cn Q 3 3 O Q T3 3 M) L O 3 R, / In LL 0 702 ;. - YV iv W � d4� ... _...� .._.. �Ri' Yti/ oAd ..... ux ._ l�j '4hV� _ ....�.. 'd'J—.._...._-_____. ,inn/ �.- .---'_-:.._'_._ Ui S AS GAS` =-----6-AS GAS CtAS GAS _ GAS r GAS GAS GAS GAS GAS GAS CA \_77 GAS GAS ,\ 0 Ln 00 N 00 —1 ..�'_.. _ -----� W W W W W W W ---W W W W W w-~`"' W W W W W — W cU � - ` S - 8 S� S S S S S S O - LU IJ 1 ry \ W 0 --C (r0^ l � V V OD 3 , y _._._.._.__._.- �_ \ ice/ ,i , O T C N I � rn � 111777 i / � p QD iE «° - -- -- -- -- _— C /� i • I d V V] All outdoor lighting must be shielded 5 rn " �' � 5 _6g 4 -- '''ram 6a8 in a manner as to prevent unnecessary glare a a onto neighboring properties. I ---_----_—_._--_ w co light pole \ \ \� Height=20 —' _ C\2 in � c i c 400 watt bulbs 1_ Landscaping 1, - Cn co 0 o i � ; - , 182 spaces / 10 = 19 trees required I i � � N � d `�' ' 1300' perimeter / 40' = 33 trees required � � ---- --- - -- �" 0 z Parki%g has an area of 50,325 sf : of which 5% (2516,sf) must be landscaped.'' This plan I o provides -3975 sf of green area. 43-Red_Maple Trees ?, Caliper Typical__.-- rV 13 13 i 13 1` 3 8g I " _ , w cb -" ~`+ 686 rr ttt i .. � ROW OF CEDAR TREES Q 6 TALL 4 ON CENTER FOR 32' YIELDS 8 TREES. 1-1. F]. Fl. Ll .s ; _ �:_ 14 13 i 13 f Vv w w, w w w w w w w w- j w w w w w �v— w -:, _ —i- �— W _`YVC-� W W W W W W W 7 - r. 4 , n.. _ ^ _"1 ( - - _ c' I kP ----------------- C` r' U 44� s — — — - -- - __ ----- _ --- - - - -- __ - -� DATE 8 r i - ,__ _- ' .' —� - - _--_.�- "_- " ,. ;-_-_- � � — — ,.._-- — — — — —' —� � _ - SCALE. 1 - 30 DESIGNED BY MDS 02 JOB NO. 2197 682 - -- SHEET 5 OF 6 i x I West Brooke Road IN �il/�i.t� WP*5t-f I j it 0 -\. i I • nd 1 g96 / l flop If 6 I M 1 `` Ol 'I t \ 1 � CE 16012I ; If q< CZ:) J ♦ _ - - 684 686 1 _ w ff -. _ - I 682 M . y � >, : ``• � 4 ,1 J _ — __ � ` 1 World Wide Automotive \� Erosion and Sediment Control Narrative • — _ _ . -- -- \ Project_ Description The site is located in the Fort Collier industrial Park on West Brooke Road The purpose _.`_ •¢•. , I of this project is for the construction of a manufacturing plant of approximately 150,000 - square feet t � \ ter.. _. _ - e n ? I - �.� .... �--_ -�_ Eristing`Site�onditions The site currently is an open field with some small scrub trees in places and a drainage 1 r n easement on the northern side of the lot. This drainage easement has a > _ 0(0 acre dray age basin that flows through four 4'X6' box culverts. - " ._ . 1 i ti i �`�.. goo' 68� � � ' P • _ Jacen;-_eop _eft'es AdSh ekey R ally, Fort Collier Group, and Southeastern Container own the adjacent \ _ I properties. t 2 ♦ aM —� - - ---- - _ - - ` �� Soils _ - 6 ♦ tiN _ �� .�._-- � = --- -- — --- -- '"'-" ,%' , � _ � ` \ The soil conditions are as reported in the USDA Soils Survey. The soils on this site are ` �►WOO- i Frederick- Poplimento loams (14B, 14C, 16C, 17C). The site has limestone outcroppings l ♦ \�\ - �— w �. ..�. _ -^~ have .wen excavated. c e - -- � - . �� h t d Th i- t � � `` These soils h e slight erosion hazards and moderate wetness topsoil in these soils range from seven to twelve inches deep r - -' - - Critical Areas Erosion and Sediment Control Standards 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilizations hall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2 During construction of the project, soil stockpiles and horrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally, transported from the project site. 3 A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion 4 Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6 Sediment traps and sediment basins shall be designed and constricted based upon the total drainage area to be served by the trap or basin a The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to he eroding excessively within one year of permanent stabilization shall he provided with additional slope stabilizing measures until the problem is corrected 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain stricture ase_ ST I . The site will have all silt fence installed. 2. The construction entrance with wash rack will be built. 3 The diversion dikes with riprap sediment traps will be built. 4. The site will be graded. 5 The rock check dams will be placed. O 6 The new entrance with the culverts will be constructed with inlet and outlet protection. 7 Upon completion of the phase the site will have all permanent soil stabilization in place and all inspections by respective agencies completed, then the remaining erosion and sediment control measures may be removed. b. Excavated material shall be placed on the uphill side of trenches. property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or o b) All previously constructed man-made channels shall be analyzed by a detention facility. Note: The Frederick County Public Works and Engineering Department will retain the —, right to add and/or modify these erosion and sediment control measures during the c. Effluent from dewatering operations shall be filtered or passed through an approved the use of a ten-year storm to verify that stormwater will not overtop its '. in applying these stormwater runoff criteria, individual lots or parcels in a residential, �� construction process, within reason to ensure adequate protection to the public and sediment trapping device, or both, and discharged in a manner that does not adversely banks and by the use of a two-year storm to demonstrate that � P 3.2� ROCK CHECK DAMS C.D constructio p eq P affect flowing streams or off -site property. stormwater will not cause erosion of channel bed or banks; and commercial or industrial development shall not be considered to be separate environment. development projects. instead, the development, as a whole, shall be considered to be a d. Material used for backfilling trenches shall be properly compacted in order to minimize c) Pipes and storm sewer systems shall be analyzed by the use of a ten- single development project. Hydrologic parameters that reflect the ultimate development Seeding_Schedule (Soil Stabilition)condition shall be used in all engineering calculations. erosion arid promote stabilization. year storm to verify that stormwater will be contained within the pipe or system. l Topsoil will be spread at a minimum depth of 4". k. All measures used to protect properties and waterways shall be employed in a manner, e. Restabilization shall be accomplished in accordance with these regulations. c.if existing natural receiving channels or previously constructed man-made channels or 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs Pipes are not adequate, the applicant shall which minimizes impacts on the physical, chemical and biological integrity of riper 1000 sf (2 tovers, n per acre) f Applicable safety regulations shall be complied with. s p streams and other waters of the state. 3 Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 sf (1000 Ibs per acre). 1) improve the channel to a condition where a ten-year storm will not overtop the (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) 4 Seed mix will consist of 67','" Kentucky 31 Tall Fescue and 334'6 Red Top Clover. 17 5. Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and Where construction vehicle access routes intersect paved or public roads, provisions shall be banks and atwo-year storm will not cause erosion to the channel bed or banks; i red as halt a lied at a rate of 200 allons acre. made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where or anchored with cutback, or emulsified f p pp g Par sediment is transported onto a paved or public road surface, the road surface shall he cleaned 6 - -- --- The ditch on the north border will be routed through culverts and permanent soil avow stabilization will be required once this construction is finished. l `� �✓ I - - -- Erosion and Sediment Control Measures 0 Install silt fence Install construction entrance with wash rack ' I • Install diversion dikes with sediment traps • Install check dams • Clear and grade site Permanent Stabilization Once construction is complete, the areas of exposed ground will be covered with a minimum of four inches of topsoil, fertilizer, seeding, and a blanket of straw. Sto 9 Whenever water seeps from a slope face, adequate drainage or other protection shall be Provided. thoroughly y Y g The star ter Management The stormwater management for the industrial park has been provided in a regional pond thorou hl at the end of each da .Sediment shall be removed from the roads b shoveling or 2) Improve the pipe or i system to a condition where the ten-year storm is Pr P P pipe Y Y at the western end of the park. sweeping and transported to a sediment control disposal area. Street washing shall be allowed only TEMPORARY STON E contCONSTRUCTION CE 10 All storm sewer inlets that are made operable during construction shall be protected so that after sediment removedisremovedin this manner. This provision shall apply to individual development lots ained within the appurtenances; or sediment -laden water cannot enter the conveyance system without first being filtered or otherwise as well as to larger land -disturbing activities. 3 02 Maintenance Program treated to remove sediment 3) Develop a site design that will not cause the pre -development peak runoff rate i8.All temporary erosion and sediment control measures shall be removed within 30 days after from atwo-year storm to increase when runoffoutfalls into a natural channel or ENTRANCE I I .E3efore newly constructed w Y will not cause the pre -development peak runoff rate from a ten-year storm to 1. The contractor will inspect all erosion and sediment control measures after each rainfall y stormwater conveyance channels or pipes are made operations, final site stabilization or after the temporary measures are no longer needed, unless otherwise s will and at least daily during prolonged rainfall. Damaged and or deficient area- e increase when runoff outfalls into amen -made channel; or repaired or improved roved immediately. adequate outlet protection and any required temporary or permanent channel lining shall be authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting P P installed in both the conveyance channel and receiving channel. from the disposition of temporary measures shall be permanently stabilized to prevent further 4) Provide a combination of channel improvement, stormwater detention or X _X X X erosion and sedimentation. 12. "'hen work in a live watercourse is dorm other measures which is satisfactory to the plan -approving authority to prevent 3.05 SILT FENCE 0 2 Furthermore, the contractor will make a daily review of areas of construction activity to pe ed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible 19.Properties and waterways downstream from development sites shall be protected from sediment downstream erosion. insure erosion control effectiveness. Additional measures will be installed immediately where deficiencies are found. during construction. Nonerodible material shall be used for the construction of causeways and deposition, erosion and damage due to increases in volume, velocity and peak flow rate of d. The applicant shall provide evidence of permission to make the improvements of mass on exposed 13 When a live watercourse must be crossed by construction vehicles more than twice in any six- ex cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials, stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the TEMPORARY UD 3 Permanent erosion control measures include the establishmentp following standards and criteria surfaces disturbed in the construction process e. All hydrologic analyses shall be based on the existing watershed characteristics and 3 , 09 DIVERSION DIKE D D monthperiod, a temporary vehicular stream crossing constructed of nonerodible material shall be the ultimate development of the subject project. a. Concentrated stormwater runoff leaving a development site shall be discharged 4 Sediment traps will be cleaned when the silt reaches one half of the wet storage volume provided. directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream f If the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan Ph 1 All applicable federal, state and local regulations pertaining to working in or crossing live stability analyses at the outfall of the pipe or pipe system shall be performed. shall set forth the maintenance requirements of the facility and the person responsible watercourses shall be met. b. Adequacy of all channels and pipes shall be verified in the following manner: for performing the maintenance. 3.13 I5 The bed and banks of a watercourse shall be stabilized immediately after work in the g. Outfall from a detention facility shall be discharged to a receiving channel, and energy watercourse is completed. 1) The applicant shall demonstrate that the total drainage area to the point of dissipaters shall be placed at the outfall of all detention facilities as necessary to provide analysis within the channel is one hundred times greater than the contributing 16 Underground utility lines shall be installed in accordance with the following standards in drainage area of the project in question: or a stabilized transition from the facility to the receiving channel. addition to other applicable criteria: ' h All on -site channels must be verified to be adequate. 3.18 a) Natural channels shall be analyzed by the use of a two-year storm to a. No more than 500 linear feet of trench may be opened at one time verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks, and i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent t V Z W W Z Z WN ` r o co to of CIA.* CV I C CO L Z _J _ � L I C7 N W L1J >j C O L.L V L C Q> X a> a 00 (1) O W V) 0 Q. O W i DATE: 9/30/98 1 SCALE: 1 " = 60' DESIGNED BY: MDS JOB NO. 2197 SHEET F (-r- 6 :, T L CD 4-1 cu cli m m m Ln di Ln ra D _ ._ GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP Z __ _.33 ..._ w.___ - _._ EXISTING INTERMEDIATE CONTOUR - --- - -- - SCALE 1 "= 2000' �w, wW o 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 �� W J in 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT _ _ EX E P _ _ - - / `� /trA� iT _ .L o N must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P- �' _ > N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Q „ Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _------�� =--=-• EX C&G == - --= --- === I 'S Z ,� o o't 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G H w a�n (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER I cc '- c x 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R cav & C.' `" ) < State law. current shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R _ _ R�� v required under Furthermore, all traffic control fla ers must be certified in accordane with VDOT's EXISTING TELEPHONE LINE �� o\ 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. j �c� �iTE with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T A m (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP Iy responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to as change subject to be sub J 9 deemed necessary by VDOT. _ EXISTING STORM SEWER Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP ✓�� V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER -- 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be held by the developer PROPOSED SANITARY SEWER -- - --- --__.._. _ ___;__..__.__._.�__.....__ cV Q ^Q N > Control Devices (MUTCD). arranged and engineer and/or with the attendance of the > ��0 contractor, various County agencies, utility companies and VDOT prior to initiation of work.EXISTINGw --___� SHEET 1 COVER SHEET > o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P SHEET 2 SITE PLAN .-.� a - Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 3 PROFILES .�Q o w 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ---____._ ______.____..__ ________._.______.�_..___._.___ SHEET 4 DETAILS of J O o w Q than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE � SHEET 5 LANDSCAPING AND LIGHTING EROSION & SEDIMENT CONTROL � � Q� w o > w J ~- Q 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE SHEET 6 cn ty �_ w _ Q ►- > Q > oo 0 in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE -- - - -- , z a- 0 11, All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION J o g af Q �- 6" diameter to VDOT SB-1. FENCELINE -��- `-- - *- -*-- --- -- be minimum and conform standard through construction. (V w Q PARCEL IDENTIFICATION N0. 54 - ((A)) '- 36 P STREET ADDRESS: 300 WEST BROOKE ROAD 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than litter be the V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING POWER POLE 0 z z 1-0 00 �i >- one receptacle shall provided at construction site. the POLE ACRES o and at end of construction. EXISTING TELEPHONE TOTAL AREA. 14.939 N 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA: 15 ACRES a enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE - ----______ _ _4�__i_____._.__ _ DISTURBED AREA: 11.50 ACRES Q whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W W 'T' w CURRENT ZONING: M-1 condition at all times. CURRENT USE: VACANT 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT cif PROPOSED ZONING: M-1 Q) sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED USE: MANUFACTURING sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - --- ----------`------ ALLOWED HEIGHT: 60' o .5 �. 0 PROPOSED HEIGHT: 38' a a 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER MINIMUM OPEN SPACE: 25% o A standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ------------------ - fry ---- ----- PROPOSED OPEN SPACE: 46% Z B 5 o o 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER _.___....___._____.._._._{ W ° o �,, c, o c, v� "Cl I B p. contractors responsibility to verifythe exact horizontal and vertical location of all existingutilities as needed STOP SIGN S. S. W "' Ad prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by 5 Old utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) -� =-� r ,.== ` REQUIRED PROVIDED W .b o °' rx F „ o of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT BUILDING SETBACKS: FRONT: 75 FRONT: 76.0 W (V 02 b '' o 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y 9 9 performed b a qualified independent agency shall be conducted as required in the VDOT P y q p g y q CG-12 AND//OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION , RIGHT SIDE: 25 RIGHT SIDE: 177.0 tx a o result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to P, LEFT SIDE: 25 LEFT SIDE: 240.6 �s a a 2 a a o � 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES % •`, ` ==-' REAR: 25' REAR: 132.5' A r„ must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site;, V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans o •0 W Q ,( W M .5 W development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION ,' ., f: � a d c a rn a a CO rn rn rn rn rn rn rn rn M rn 19. The developer will be responsible for the relocation of any utilities which is required as a result of his ro ect. The relocation should be done prior to construction. P J P V15. The installation of any entrances and mailboxes within any dedicated street right-of-way H/C REQUIRED PROVIDED PARKING SETBACKS: FRONT: 25' FRONT: 1 16.5' w rn co shall meet VDOT minimum design standards and is the developers responsibility. HANDICAP PARKING SIDE: 5 SIDE: 68.5 \\ to Q c� � cv, a' \ Q' \ u� o co \ t- 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 5' REAR: 22.5' p a in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE acceptance of work. Unit and total prices may be obscured.=y..t F.A.R. CALCULATIONS PARKING CALCULATIONS 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT .1 -' 172,483 sf / 14.939 acres = .265 Manufacturing Plant Parking Requirement is 3 4 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard ', markings must be installed by the developer or, at VDOT's discretion, by VDOT on an per employees 120 warehouse employees yields 90 spaces proctor AASHTO-T99ASTM-D698, or VTM-1 as applicable. Density shall be certified by aregistered account receivable basis. PROPOSED STREET NAME SIGN professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT - ---- -- Office geotechnical report has ben prepared, it should supersede the requirements in this note. Parking Requirement is 1 per 250 sf 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 15,450 / 250 = 62 spaces or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 152 spaces required ^ �J 182 spaces provided Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE P.O. Box 1877 Winchester, VA. 22604 CENTERLINE 12.0 (6 are ADA compliant) (540) 868-1061 EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 12.1 ENVIRONMENTAL FEATURES ® p, > Phone: Bell -Atlantic P.O. Box 17398 73MID EXISTING TREE DRIP LINE = - :._. _ _-.•- ' ---. • - ° - _---�-._ -' -`'- ` PERCENT SIGN REQUIREMENTS FEATURE DISTURBED � Baltimore, 21297 --- s f MINIMUM SETBACK FROM PROPERTY LINE = 10' FLOODPLAINS 0 .� 301 954-6282 ( ) FIRE MARSHALL .-.- � EXISTING TREE ';' slr,� � 15" OAK t=Y 15" PINE SIGN MAY HAVE UP TO 100 sf OF AREA S NOTE - , �`� `� `' LAKES & PONDS 0 MAXIMUM ALLOWABLE HEIGHT IS 60' ,) q p Power: Allegheny Power MISS UTILITY 1-800-257-7777 OAK WETLANDS >1AC 0 U� �., 10 Fire lane P.O. Box 1458 Hagerstown, MD 21741 PROPOSED TREE SINKHOLES 0 O �co U 1-800-654-3317 markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed NATURAL S.W. 0 DETENTION AREAS U �-14 U by field inspection at the direction of the Fire Marshall's Office. 0 N Gas: Shenandoah Gas Co. STEEP SLOPES 0 U P.O. Box 2400 > 15% ' C� O 0 .� Winchester, VA 22604 (540) 869-1111 WOODLANDS 0 * ANY PROPOSED SIGNS,', OUTDOOR LIGHTING, AND STORAGE WILL U N Q, MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY �-4 O FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ITE TRIP GENERATION MANUAL - 6TH EDITION o �' Project Name: Project Number: ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. (By Rates) U MARK D. SMITH 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTOMOBILE TRAFFIC No. 022837 Worl d Wide Aut®motive 2197 AUTHORITY'S INSPECTOR. .116 RECEDVED 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER CLASS 140 - MANUFACTURING 157,033 sf x 3.82/1000 = 600 VPD'S S ! SIGNAL Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY CLASS 715 - SINGLE TENANT OFFICE 15,450 sf x 1 1.57/1000 = 179 VPD'S MAY Z 1 1999 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Stonewall District 9/21 /98 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 TRUCK TRAFFIC INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS DEPT, OF PLANNING/DEVELOPMENT PROFESSIONAL SEAL &SIGNATURE CONTRACTOR'S RESPONSIBILITY TO AVE COECL. THE DEVELOPER'S HTHE METER BOX ASSEMBLY INSTALLED RRTY / ( 10% RULE ) Owner: Address, Including Zip Code &Telephone No. 6231 Leesburg Pike Suite 600 DATE: 9/30/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. (600 + 179) x 10% x 0.5 x 20 = 779 VPD'S Fort Collier Group Falls Church, VA 22044 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (703) 256-9700 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. DESIGNED BY: MDS AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY same 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. TOTAL TRIP GENERATION OF 1558 THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOB NO. 2197 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 6 ., m rn v in 66 0 cv M F2 \ �i.a: 1. !„Ta,•y.? — / Southeastern Container Corp._ _ - VDOT Notes: \ \ \ _ \ tease Iu1ldlHg 1. Entrances are to be be built \ \ DB 766, PG 73 to the CG-11 standards. The CG-12 / DB 800, PG 577 handicap ramps will be located by \ 54-A-36G — — — — y ------------- Zoned : M - 1 a VDOT field inspector during / \ \ \ - ; Kraft General Foods, Inc. construction. .� \ T a r _ _ —Use:Industrml� -- — — ----� —�--- ---.- DB w w _--T_- _ _ _ -. _ . — — _ -�- t �— �' � Zoned M - 1 �— --' Use Industrial _ Possible 12" W L Existing Stub to be field verified. i ,. - -~ Rerouting of proposed waterline may be required. " ~ - - 1250' to Route 1322 "-'- �.., -'\ If found contact engineer for possible chan es:`'- West Brooks Road -Sight Distance �-- 1Lij mo Sight Distce'. '. 6 -,_.- I _ h0 °o +500 +500-- i 704 3 ' 704._..11' .-'J 70.3, R%� n 2 x48 Taper 9 S(Q. - r V Route 1320 l/60' R A� ` _ ___,. _ . Y Rg. t .. ._. -._ -` _ N I a>00 _ . �04� __ 03y _ _CG-6 lfatc 93 e w Road-�t'ade - _ �, -. vu _.____� _____ _. a 7031 — 6 703 4, I — ,-_._ __ __ -,{r ______ tF ,C-z f - ....� °883.54.. N $ 3136 r. f �,:_��+� �,1 __ __ .__ ;, _-__,� - _ w _ _ Proposed 12 et ap by FCSA Existing _ 93 _._ - -- _lu: _ _ _ w t_ _ y� _ ��_ _ __ ',y' __ ,�c - 3: 93+R' _ ?:' Waterline Easement r^ `Y" — Doti C{C_, x t :, , , , �.. _,��-, 4' ;�v ,:- . , _.�. \ _ •_.�. Arc 304.17' _ �_ . \ adius 1970.00 _ \\ \ Chord=N 42'57 0" E - 303. 7' i '� y '`�- - 1 n W = N t� °) GA GAS S AS GAS ».. t � 1t'` `e'GAS O 0' OAS GAS —�--- iG GAS Existin� dine Easem i r n GAS —�- GAS GAS �� `3 _ ' —\ ' P -� �� AP ROX. C. OF GAS LINE — \ \ /8 �� ~ w 0 0 Ln � 7022 � .�...�. �• 894 SIG �_ gz �� a�, �,� ,_. _._ �,� '�+``�'- _��Y4' \ _ �� \' 2 a� Q 33,71702 cn : __ �<_ - , <, LL- _,. e S ^ ``` GAS � AG S �G _ _._.. _._._.._ _- o o _ _ 6 75 BRL N � — w —w w —� —w '�"` - 8 w 1fi —w —w -+-w w —w --w w —wt w —w w sZ = 5.27'. - CO INV 6 0'EC \ 684 _ 6 �T A 11 354 `*�. a) N c _ r ..., ,.-..., S 89� : --�'-S �� -_.�. = s — _. m _ — s — s M— s — � s � \I1�-,�flQF.38 5, '`�. B � 'a� i I ; ! __... b 7 �----__�, _..._..... y .. � Lateral 4" Sewer Lateral CO INV. 68150.. - .�--7 RL_ � ,\' � '� '1--1 � C � 2 3 � - ; c� �, < r I I Future — Addiction +as �•�' Inv=686 0' l Cb .5 •. ' 5 outs at 100 �6 every � - ._ ' �\ •d \ �p \ ,( NOTE: 'CONTRACTOR RESPONSIBLE - - \ - f `n FOR EXACT LOCATION OF GAS LINE 0 w cn 15450 SO FT 01Pv, �o op Trans- Pr FH Pad Office so� 10 10'R \^ ormer Screened w/shrubs I 1.5 WM OFFICE f \ . FF=690.25 10 s s . 87M 87 \ '`\ �- o` 20 ravel 126 892.G� Firel a GAS'ME7'ER 8s S ESE ' 892 89�3 3 FLAG /POLES I : '�• `� o \ \\ U2 8" 21-B CO C. CO NECTION i Maintain 18" ot/clearance G C. - _ ______ (� \ \ _ 4 W �.i -' Shockey Realty Co. i - �0 INV=6'85.5 ! 2 6�"1-B SM-2A ! \ ,- p" 4 x o ca DB 614, PG 740 I Zoned M -1: r ;``y ' i`r Fire Line Connection y �nr :r:f1'°T 6 ' , - �-I ` , . _ __ _ - _ _.._.-._ ..r \ a� �� \ ;r, v Use Vacant fQ 90 r _ l f s - -'-� -- Qbin \ ems+ Typical I - \ > '5 \ \ A cn s` / (` - 20' 9 I _ \ , :,,� jiI Man� P1nrr°�.,- as CO INV=687.5 157,032.E sf ' ' t i m ! _�`' __- _ -.. --- .._.__.�._—.-...�..___ 00 ti �, CO \ _ _ •.- �fJ Q ~� •-' CID y� \ \ _ .__.._- n , ,\ O C�2 rn CD . , rn a0 ., rn \ .�. -. rn r, rn C�2 .-. rn co rn c� rn �n •- F tore Addition Height = 38 - soQ FF - 690s25' �. I , „_, -, \\ �•1 _. _ -.85 ,.._ 3NM-2A anufact ring Plant 2 -' - .. - .. K 1 ^ ;, 00 { - I i. TO � �_ 84 4 2'Curb Cut , 84 1o'hc-1 L IcV � v 8 84 .. 5� 2'Curb Cut - ✓ 1 efi . M_ s _. ,. /� Q W N d N I CD 1-- _ _t0'EC 1 z tK �� ';,��'.,,'-_ ' `�-_ , i - _ _..._.._l ..-... _ _ _`'. \_' ° of YfestVir .fit \ DB 7", PG 73 h of ME �� _3 aL `' \ ``._ {' ,.— 'Co - _- ' _ _ f r _ n fi _ a\ ham:. °,.� �,--ti _ r "~ \' Ft \ f' Zoned M - 1 ustrlal •• ..._._ gjCJ vi ¢' e 686 F� s � n .._ 4 8t 0 ` I 30' w t _ _. _.., _ • 2 2A _ _ � l � • �.. ' Overhead Door �, Smoking Area i r 1 34' Canopy over concre 4" x to d at .. , ' $a y � &7�% 87 a '�.. t T ' l 60� _ 2 from the building 1 I O i1 , 126'-0" 86,E C�Q's - IIVV-84.4 tt 1Lv=84.4� INV=84.4 Fire Line Connections _ _ 464 �3 s •4 1NV 84.4 k _.. t _ _ ._- - \\ _ F-+ > ,� _ + .' N _. - _.. _ � _.. - — w c ! o . .__,_.._\•---- T_.._..I _ w � w w 8" PVCwS1'ORimUj r ' v i w _ ,; :. o r- f ^1�0""` j�, s ;_.,L, � a�,..'..:.�,. -t�-w... �, w w w � w� w w �'. w ' iw ' Y fit:: • w w w C \'-r' Q� fJ N d ��y, � '�C JUKC `�' � _ 8 8 P?nrgt� 8 f t" �' ETraPs�ed ; •. ° 7A TC� � Y. ,�sv �`.. ,^, q�� __.._ --�.-, -____ _ _ •,y�, � F i i \ \ -B _.___-'_ � ' �' ,i 1 � � - �. l' t '` `� sue. � . di � Q I ,7 n ;. 1 ., �• t> 4 `. � _ _ _ \ M Comp tor _ _ ,w ' Prop F1 < / F 6' Concrete � 5�s' _.-- 85� D •� 47.85 R _ C 85,. - W 69 :. m \ f N s -.. • o r '- ' - .,---�---- -1, ` 2" SM:-2A , n a :- ,; 85 85-0 85 �•�i Reset 1"op@6.� _ - - -a4 - - - - - - - �''- O �,,, 84� ..._-......._..-.__.__....._....,..-._. _............._.... _ .. TT(/.}��j y� 4 ,.y. ___ .. _..-.._ .......,__ .„_._ _......__._.._..--1a�Awcasl-,.Il.aterfigh ._.�..-._._ _-- m •. sr 84M - _ ... - -�- .._._ __... fig- _ , _ __ 1 2 - - e IN - 86 r fJ 2 RB CUT INV=82 0 T r... �. -n �� -� EC 1 _ �- _ - - - --.... INV=82.027 — s%, _ .._.. __ ___ -.�- 9 mil!'- �, n°� �. -• M 80 S - -- ..--. .__............ ._...-.....-, ...._.. _. ..,._-_.... 682 Drop fnkl, 54 A 36K _ - - Fort Collier Group ,' r ,` ,;a �' - -'- I �n ",u3 ^ 684 -- �, _ Fort Collier,Group Lease Building #2 - - 1 _ _.. Lease Building # DB 766, PG 73. d� Zoned M - 1 j.� ._ _ - - ..... .,.._i''\ ter and _ _ -. t - I `}.,��C ;r, -.._._ 686 ___- - - --_- __ _____Use DB 776, PG 233 _ Zoned .., M -d_.. ..__ Industrial 54-A-36J - Hershey Pasta Group _ ;i Winchester, Inc. DATE: 9/30/98 Use Iidustrial --- - _ DB 828, PG 1627 _ - is �!Y Zoned M - 1 I Use Industrial SCALE: 1 "=40' — J _ DESIGNED BY: MDS I JOB N0. 2197 Sheet 2 of 6 .. rD Cl)Cfi 0 m m In m 0 cv a ro L Q 3 0 Cl- 3 3 O Q 3 L 0 Cn I ry U) L� 0 PROPOSED GRADE 4"X8" CONNECTION W/ SCREEN IIIIIIIIIIII11111111111111111111111111111111111 1111111111111111111111111111111111111111111111 4" PVC VARIABLE DEPTH 8" STORMDRAIN 24" PVC INSTALL YARD DRAIN @ EACH STORMDRAIN CONNECTION SCALE : 1" = 2' 695 •e, I 1010011 675 670 0 Mr. ••1 i 6611 675 generd bockfRI general backfill 'A'As& heed, AV f r 6• mninun O.D. rmm goad!.✓'mahin ero�°Bun 6rt 24carefully compacted 24 carefully compacted select badc4ll I J 'g' , elect backf6l atone 77 Ogg regate...._....- 6" .lw <.' C. 1/20.D. L b,Mt boeanj ° atone vggregvte \-concrete STANDARD CONCRETE CRADLE genierd bodcgll general badcAl O.D. „,,�g• g" {SOD 8. 24" carefully compacted carefully compacted / 24" concrete �, select bockf9l select badclNl a - �6. O.D. I 1/2 O.D. a 8" O.D ? 7stone g. o9gregate concrete CONCRETE ARCH CONCRETE ENCASEMENT TRENCH & BEDDING Figure 1 0 1+00 Proposed Waterline Horiz 1 "=50' Vert 1 "=5' gait v%W a boat 10gal. teM t bw wtddJrMd .are, " � ,tme bteang TEE. WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be with 'denotes hoed excavation polyethsone, and the concrete poured to cam stay surnwrd "p' = 112: min. for to: and anaNetr pipe the fitting and against -disturbed soil. The hearing dirrbnsions 'D = 18' min. for 12" thru 20' pfpe ag lint undisturbed soil shall remain as shown. see chart below for A, B, C dimeraiona. CONCRFTF OINFNSIONS FOR HORI7ONTAI THRI NT RI O(:KC 'r e'kwm 1 Pipe Diu. Plugs, " d Tess 11 1/4• and 22 1/7 fonds 45' and 90' Berms -- A 8 C A 8 C A 8 C 6" 1'-0' 0'-9` 1 _o* 0'-9' 0'-9' 0'-91 1'-J" 0'-9' l'-9' 8` 01 1'-J" 0'-9 0'-9" 0'-9' 1'-6' 0' 9' 2'-3' 10' 1'-6" 0'-9" 1'-6" l'-0' 0'-9' 1'-J' 1'-9" 0'-9` 2'-6" 12' 1'4' 1'-0' 2'-6" 1'-J" 1'-0' 1'-6" 1'-0' 1'-0' J•-0' 14' 2':7 1'1' J'-0" 1'-J" 1'-0' 1'-0' 2'4' 1'-0' 4'-0• 16' 2'-J 1'-0' J'-6" 1'-6" 1'-0 2'-0' 2'-9" V-0 4' 6" 18' 3'-9" 1'-6• 1'-3" 2'-0" J'-0" 1'-3' 4'-9' 20' 1-9-1 1'4" i 4 -0 1'-9- 1' 6' 2 -0 3 _3 1'-6' 5 -0 11 1/47 THRU 90" BENDS cast in place access door, centered in top (see not 1) a vari" 2' max, at property_..Ine (see note 2) roadway box E 2" type K copper r tubing (no joints N from main o curb stop) `saddle with corporation water stop main ball valve curb stop with FIP ends, with 2" gate valve operating nut Ford FC HH 77 HC-158 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter concrete pod 1'-6' sq. x 6" deep manhole with cutouts solid support blocks under custom setter 6" stone bedding r screw type adjustable valve box 7 36" min. locator peg CD z 6" dia. schedule 40 steel pipe filled wit 3' concrete and pointed -4t yellow 7 -_ 2 W a 18" dia. O 1'-6" Z concrete encasement D Z BOLLARD DI X Ll.! N ` O 00 direction of setting to be approved prior to installation N N N UJ C t7 N r, as requited concrete pad 1 '-6' sq. x 6' deep _J p, 1 0) _ Z => oN l 2' min. - 6" max.UJ L r ;I a) a) 1 9d+. fl toe.~ Rfigr ate NOTES: —n�ug W C U) C O 0 0 -.1- In t� seesdaed n 0-1, snot a 1. Access door shall be by Halliday Products ' screw type a stone to be minimum adjustable U or our approved equal: of 6' above top of bole T X fffDbG JU �;F NO RODS 8" a) in non -traffic area - model no. S1R3030 valve box to FN L 12' R LESS 6 2 30' b) in traffic area - model no. H 1 R2424 e 14' - 20' 8 2 X. locator peg + 2. Water service crossing street shall be encased thrust 18" to 24" I _ i in 6" dia. SCH40 PVC or SDR21 piping. The block " CUTOUT DETAIL piping shall run from one foot beyond sidewalk, rr" 8x 16" sold block 1 � o1i VERTICAL BENDS srff 11-1 4• 22-1 7 45' typical across the street, to one foot beyond sidewalk. (for valves 12' and larger) ` L atatt bmaiq t 6" - - - 1.3 - - - i'-- 5 4) O 1.1 2.3 C: 10' - - 1.8 J.7 0 THRUST BLOC* FOR WRWAL 12" - 1.2 2.8 5.5 UP BENDS SIAL BE THE SAME 14' 0.5 1.7 3.9 7.6 mechanical joint i W (n AS MR zoNrA< 16' 1..4 3.J &J - 1 1 /2" and 2" METER INSTALLATION I swivel b 1, with 20.Is* 1.2 4.5 7.8 - Figure 6 20" 22 4.5 z8 - AMENDMENT NO. 2 - APRIL 1997 GATE VALVE CONCRETE THRUST BLOCK AMENDMENT NO. 3 - OCTOBER 1998 Figure 8 FIRE HYDRANT ASSEMBLY Figure 2 Figure 9 � .� U ''. Q) ay U ay Z rzi N Me N 0 _ cal G�1 O S4 700 a °' rn I W a� ay E, o r_1 L0 Q o so. o i-y i I � ISO 6951 __ _ ..�. `" I - i I ' "d la b b b � s~ i__.._ RAM 04 I _+ _ I a x I j i i 1 i M W M M M M M rn rn I 6901 i I ��_ r i Z- �- � PROP GRADE f ! I i �i 0 r, �� c i •:I 675 670 0 1 +00 2+00 3+00 4+00 5+00 Proposed Storm Drain (Front) Horiz 1 "=50' Vert 1 "=5' 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 Proposed Private Waterline Horiz 1"=50' Vert 1"=5' •• . e I 675 670 15+00 1_ >Q N 'QZl.n�o a �> � s~ V) :� Q .4 `4-1 0 0 W V/ 'r--1 O 0 BUJ U I� DATE: 9/30/98 SCALE: as shown DESIGNED BY: MDS JOB NO. 2197 SHEET 3 OF 6 rr� 1992 Source: Va. DSWC 1992 3.20 ULAJJ I KIrnAr Plate 3.20-1 3.18 PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL r L a ---isa -II 7- SECTION A -A FILTER CLOTH KEY IN 6•-9', RECOMMENDED FOR ENTIRE PERIMETER 3dG (MIN ) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW ----- L a 0 7. d SECTION A -A T_ FILTER CLOTH KEY IN 6"-9•'. RECOMMENDED FOR ENTIRE PERIMETER NOTES 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP. GABION BASKET. OR CONCRETE.. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 318-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC 'Y Y a�•r•w SJ9 T1 yatdt 1111110111110fd 92 I5' and 11r adopt, IY r, locator peg � �-SpP 1f d Pbe are rmr+gr Mort ss a-X4• gds4efed bee wJe '9 wed cN 36, nor. over GRAVITY SEWER SERVICE LATERAL Figure 15 re- Plate 3.18-1 sonitar� waver mp' 1992 3.09 Height The minimum allowable height measured from the upslope side of the dike is 18 inches (see Plate 3.09-1). TEMPORARY DIVERSION DIKE Compacted Soil 18" min. i f--Flow 4.5' min. Source: Va. DSWC zr sir«I .ee•pn .... ewlecny a ..,ywb- 1 ��f IRepa. 1e e. e• A .M-„ en .b«I C \ t 1 Few. 1. v. •• ,. ` I Refa nd,valbn . e-n on wen. , ♦ one wile / {! (it'd co-e) (it' 9 I s. T rr i•s.. •s.. •s. s•7. ,•1...e'.e.•s.•. s. jl] e. 01. U KE.S. s, •. d" --- p°1bMrb. Line, -- ---- ti Coe( •1• e.penren , • 1 A E.Den•dn Joint SECTION C-C n.� rmn e. 2'-d" or rleva.w reN.•r PLAN VIEW 1; cen,urcl a.e.e <n.qc, -M a oweeo.c ay.• IT Pw seek cw.• D ass. el SA-de.r e Y Ir•. - - - - - - - - b - o.lbna no. Lin,side. cn-•e• wl,.n SI'e. le wn.wwN WinYe�F- RON•aY -------------------- w c•n N^etlen eiM VOOT pr.ieet.. Oil— e 1 Y•, 11oW Cnare.------_ _ D =; y.µ a P.eevvwnw l r.eM FvvIN N• •a'len. la SIINI C•rmeetbn I• IM N r Yn• I«cgl'�^?]^�^�nwe M' 0«rm• Is, Cw,-e-rc:r Enlr. pm`N^• 1 erdcn ca M em�l b IM Irp.e• r S' Ian SECTION A - A ♦ "eel I e, a rwinnbn -1, Y. e p,lle r,a net en.Irue1N pp er,d�nMt Pww�M •.<•el Isar wnrl V.N in genii-tlen enh standee Guidelines for Grade Change D cc-s w cc-T, m. w• r•a. en IM Sleded I. to b. NirelN Is melee "id VA_ Vrp•+: as,• Ib-ink- mounl•IN• cwe centwation. s-• Staneere cc-12 le Crwb Rene d•.ipr Imo• Ina, v 7 Y ts00 veal o Npn to M u,N -it- IN- Sleded. WAyn 1500-Isla VPa) ! J Y e r l.'n« IM Irewe r.w eanrl re,rrwweel• IM 1 r��Yww. r•ai•m-m. el r,ealPelN Mer� Le. Ib•• IM 500 VPpI e / e / l,vcY trollk, canYewal:en .n-Ae M p.•n 1 lncr-a.sp IM pin eI Niec«t PI-...d Mde-rt 1s 7 M•. X0,11-r itseew ma k, -.it Id, .nlrs,t« Ibe. O.tbnr no -A•- ndv --*- -seine s11 pmlbn If "Itw to e,•c- pen6n0 e :• METHOD OF TREATMENT- I CONNECTION FOR STREET INTERSECTIONS \ AND COMMERCIAL ENTRANCES V111a1rU OEPMT•[NT Or TRKISPORTATION 1 203 tie coat Iron dearrout dap with braes plug R havinyy a countersunk sqquuare head Panello Model PA4SV-CSK (4.) Pandsto Model PAM-CSK (6-) I I deonout pipe Plate 3.09-1 MAGNUFORW' 111 RCS SERIES -RECTANGULAR CUTOFF LUMINAIRE The Magnuform III Series offers an aesthetically -styled rectangular housing with sharp cutoff for a variety of distributions for any lighting application. With a wide range of optical assemblies the RCS Series is ideal for shopping centers, parking areas, malls, commercial and industrial complexes, roadway, or any area where luminaire styling contributes to the visual environment The RCS unit is available in 100-400 watt HPS and 175-400 Metal Halide. Housing - Lightweight, rugged, one-piece formed and welded aluminum insures smooth construction and weatherproof integrity. The luminaire is pre -drilled for mounting to pole or wall. Ballast - 180aC insulation, -20aF starting (-40eF, HPS), 60 Hz HPF ballast 50 Hz ballast available - contact factory. Lens Door Frame - Extruded frame with rigid corner DIMENSIONS bracing and die-cast zinc latches to permit tool -less entry for servicing. The door has high quality silicone gasketing to seal against entry of insects, dirt and moisture. Decorative silkscreening provides for concealment of electrical compartment Lens - Flat, tempered and impact resistant glass. LEKTROCOTEO Finish - Two mils minimum of electrostatically applied powder coating, high temperature bonded to the surface for maximum adherence and finish hardness. Standard finishes are bronze, black, gray and white. See ordering information. Additional Features - Fully gasketed for all weather operation. U.L. 1572 listed and suitable for wet locations. C.S.A. certified for outdoor use. IP suitability - IP55. CATALOG LOGIC RCS -A400S-3P8-T1 -PCCRR MAGNUFOPW III JCS L ols"TI Ns F 11 ovu 61 - Fusing I ARM MOUNT PCR 11 drru 61 - ISeNct dwted Foom Twist Lock niourrtirq edoWl 1 - Blame Prra,ocontia 2 - Black ReCepletM WATTAGNSOIMCE Giry (Order Mrogwnvol N 3 4 _ VWh" s-mawy) 1.120V 2 - 208V 175100 150 VOLTAGE 3 - 240V .00 25o 5 - 480V 4.27ry 400 8 �ry 5 - 480V - OuadTeDe 6 . 347V VERSION 7 1 11201208r L - Lamp -Iuaed 240r277V) IStuloard on 400H) DISTFNBUTION P - II I III Assynlerlt T -Forward Throw W - Type ➢ Sp (Selective Wan g*$ 0,*1 Lighting, Inc. (SY1 mm) 1 (21+03 mm) cv+r r.r rv,I.Ipe ae.n g r 0 r 4, .dn Per d) a•',lar a,u rw,. r - _ - f In Pwr.we In .le. a,rroaala e. e. e. YCawna.Jrw wri r�ore to '-4 Ure Cgyt _ _ _ - - - ft ule CC Ca.r/r' - vw�J Mn YrStaw.all spy I-1 Sj .vw.. o. cs+r u~rar, 1 vd.,a r sepl•r Per uns a It ed E O r rrmtK KfERRAfE RApK me FM 'me,E uSt Y A-rTICA9IL L7 7 /eY�R Ir.`f CL..CCT 5 .0 co"W 'A .Fe C11Y�W [rNwb a C N [MI RAYCE S. l� rl,a I rile Mkt/.e I RADIAL PLAN Cb. r/r• varrtl cc lJ ,Ir zoJv TO ,•rrr.w dd ro Id" ro - car-n„nra Adr Sltl•-rf � •.r. .. View I&Y..I•-r r A TANGENT PLAN ro so eeTAe vYw e r-w. S".0O3 Clap N ear. ArEs FI4 rr ,IAIM.w C✓1 r wlr r r MJ Cpvr. r M •rrI eI M rPrwrM I r ra IrrnriA✓I. r o •ew..lr is ar e.w°i� rry .w .w,lrV rr. lrn oi��. •n. rlr• r,ero rIm- .a . dr arm-. Ird aft" tir- ar rr rn rr" rn. dradaa• .arty rw r valor 4' In •.lo,•d dot'".. Sr Cc Is r I rMrr R.y abwM..ael • .Y./w.. ,nY. r IL. . cc e rwr .w.. If W, Irp e r ~" .redrrry .eR rpw red, a I, -rare rr- . ♦ roar a„rrrrbn /dw.nn radrr ba r lap rear re r.rr.lw soar r /arrr re err rn r Isar r/alr�e rind rIr st Y ar In aim rrr ONare+r r•rr raro IAa.hrnr oxr•Ti ,r• b ar1 Al SECTION A -A M, R.. ads, A.R.Pdrr rare r. it es, 5 . r rwr I • rd.• r rrr ave Irlr ,lap r nr r••p rr,r r rr M a,r r_, rearm r rap rYr. sim -odor. •ar IW. •S . red, • Ir aw, I..sr we r r✓r w pld re s Ile r�w•d ww rkr ra n,�•o/e cwd rrr,r.r a..nwla Csar. Sla..rr e„ [.mrr avlrr. rd..r.. ,awr.lnra. Seer rt/Yrl-a �r'� NVo.1 pw yIw rare nwyl/Iey rfAV p awl rwq .r- IKArr/ In pgwrl rr rviare ev pew. SECTION B-B • A-." I.d. 1. rn".0 ,e • r tie.rRw tw. R..e. e. 4 r rrr r ,a n a r P ear r r sear r a Ir t pvr. .d�b. rrer�e...,lr,arire ,141•r,rry Il.. r• a r ralrs a IrrrnlaY .Iw•.r r ro,,.el• raw- ■ .InVn rti rrplr4 u.w, r Garr err.er• rarw re cevawrV anrI. rr..r.we, are -a r 1 Ke..s r-mIIyy r, 1 awe I aw r .rrlr MOe,N 1, .rrrrp nrl,,wv rr• .lpn r rarw, r ,YI-wl. IadMR•eaArerlr.r«•r o'r rroaw r rve.rrNTM .q• r rl,r /idn prr.len vrw•d„ u ,ha.n a yw' ,pre !, Yu rran 1' i red 4 Ca,aY -ii -dr hpdr.w.a r arch 4 Ile Epliw.M awN rwr Naar OWro .wYa• war errs. _ Ed,rq Ilpr deearl'• lyolan, ar Ir,rarc.In rp rry rree.. CURB RAMP (PERSONS WITH MOBILITY IMPAIRMENr S) stir saJas r.spwe OE►rtrr[rr d rRMSParrud so. I- square concrete skid pad ton■ 20 O t2• deep (L I aggregate bap 1 4•� ( depth 3') f I bend '.�'.'.::,�:. '��.'•'!• ...,• ,':.••.'. mm-. • • . , .. 6' stone. bedding. • • , .- .-•. -.. 'Yen NOTE More length of service lateral to exceeds, 75' a cleanout assembly sholl be furnished of the property line. SEWER CLEANOUT Figure 17 This orso may be carcrsfe-1 at the option of the contractor This curb is to be used when design speed Is 40 MPH or Ins an Rural highways and 45 MPH a, Ins in developed urban 9 suburban crops. the curb and �IJ sd gamay W o -{I par'allel to fM slope sbpe Of f sub- surface courses provided a minimum depth of 7" is maintained. Ptak: Comb curb 5 9~ having a rsdk� of 3w or Im (clang foes of orb) shall be paid for as radial corribinotion wrb 9 gutter. This item may be precast or cast in plate. CerrereN to be Class A3 if cast in place, 4000P31 N precast. REFERENCE" COMBINATION 6" CURB 8 GUTTER 105 VIRGINIA DEPARTMENT 502 all TRANSPORTATION 20103 oil ➢a M 1.5" SM-2A 3" BM-2 8" 21-B BASE STONE ENTRANCE PAVEMENT SECTION (BASED ON CBR-6) 2" SM-2A q2m6" 21-B BASE STONE PARKING AREA PAVEMENT SECTION (BASED ON CBR-6) L ;,nti•r)[� AOtnprr r.,,,,r Vnn1 <..,•I,;r.. �r�«t.. �.,_ „7 !"..'+ Ras 3.02-inam wqw Ira LAdNfss d 3bn esd hhlie (War Brrlan ter SeNsrt Cdslld➢l War FIST[ 305-2 Merwooll wAWest z 8" CONCRETE 3000 psi WITH MESH W 4" 21-B BASE LU Z STONE V DUMPSTER PAD SECTION Z (BASED ON CBR-6) w N ul) ` O DO N 4" CONCRETE �C N CIJ 00 3000 psi W/ FIBER C J;�o � 4" 21-B BASE Z = > " N STONE W >. I— -Oa) 4) I SIDEWALK SECTION (BASED ON CBR-6) Ln t. � to En 6" CONCRETE Q) o 3000 psi C,� • WITH MESH w 0 6" 21-B BASE STONE TRUCK STAGING AREA SECTION (BASED ON CBR-6) Z O > W O a�C� d C C Fr O fn � Cr a o. W I.- Q CO �, C,2 rn CO rn U.) rn M C)CV .. .+ \ N v` �ooz Y o N O pg01 �O\1 I � i L V U 1�_ ' r--1 ✓l V 14 0 O Cz�� W ♦-1 05 14 Q I••1 � U O �O -4.J r� O F�1 DATE: 9/30/98 SCALE: as shown DESIGNED BY: MDS JOB NO. 2197 SHEET 4 OF 6 S 0 Ln 0 m 0 L [O Q 3 0 a Q 3 O N 3 TD L O z r cv cn LL 0 F- :�E f� ��- C) Y 04 �� Z 0 7M Q �~ Pg,O I West Brookes Road I N 4_..-_Tr4L L, _ lloafs 1RE0 (N' R/f� __ -• -___ _._ _ _.-_ .__._ ___-- _ 1Ddtto of 0 ZC o W W Z V Z W N U-) cD N I C to J.0 �� Cn UJ 1 / ♦ ♦ I I M w \ \ I t W : O 1 ; I Ism V 0 CC 0 o tT 1 } t3 1 f rk. Z o - _ ses W CL 684 CZ) 682 _ m - i ^ �• r� � W World Wide Automotive �. ,.: •. .. _ - _ Est Erosion and Sediment Control Q l Narrative • ., _ .____ ...-- - ---- J \ Project Description Y The site is located in the Fort Collier industrial Park on West Brooke Road. The purpose 00 _ of this project is for the construction of a manufacturing plant of approximately 150,000 tAlp, P �I A square feet. ��i� i I - r� � ° � _ I � , ,\ f Existing Site Conditions i ' The site currently is an open field with some small scrub trees in places and a drainage '�' _b96 easement on the northern side of the lot. This drainage easement has a 060 acre drainage m + ♦ �,. F - -' /^� - ' . \,, basin that (lows through four 4'X6' box culverts. a 1 M Adjacent Properties 6 - I - ` Shockey Realty, Fort Collier Group, and Southeastern Container own the adjacent c O ! properties. Soils ' 2 % — - \ The soil conditions are as reported in the USDA Soils Survey. The soils on this site are !. 'Awr •�•• y - - - / \ Frederick-Poplimento loams (1413, 14C, 16C, 17C). The site has limestone outcroppings ' _ � -74- - -- - n� -� i - _ - -�` These soils have slight erosion hazards and moderate wetness when excavated. The topsoil in these soils range from seven to twelve inches deepIT, Critical Areas ___ --- -- ---- The ditch on the north border will be routed through culverts and permanent soil I - - _ ---' � ' 6� -� stabilization will be required once this construction is fit»shed. _ 886 - 1 Erosion and SedimentControl-Measures / • Install silt fence t ' ' • Install construction entrance with wash rack ' _ • Install diversion dikes with sediment traps install check dams Clear and grade site Permanent Stabilization Once construction is complete, the areas of exposed ground will be covered with a minimum of four inches of topsoil, fertilizer, seeding, and a blanket of straw. sto a Whenever, wad fr I f d thorou hl t the d f h The d Sed• h I he stormwater management for the industrial park has been provided in a regional pond Erosion and Sediment er seeps om a s ope ace, a equate drainage or other protection shall be provided. g Y a — o eac ay. anent s a I be removed from the roads by shoveling or 2) improve the pipe or pipe system to a condition where the ten-year storm is at the western end of the park. sweeping and transported to a sediment control disposal area. Street washing shall be allowed only contained within the appurtenances; or TEMPORARY STONE n r I Standards PP Coto Sea 10 All storm sewer inlets that are made operable during construction shall be protected so that after sediment is removed in this manner. This provision shall apply to individual development lots CONSTRUCTION CE 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days sediment -laden water cannot enter the conveyance system without first being filtered or otherwise as well as to larger land -disturbing activities. nn Maintenance Program treated to remove sediment. 3) Develop a site design that will not cause the pre -development peak runoff rate �"OL ENTRANCE '~ channel o r after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied from atwo-year storm to increase when runoff outfalls into a natural/ within seven days to denuded areas that may not be at final grade but will remain dormant for 18.AJ1 temporary erosion and sediment control measures shall be removed within 30 days after Y y g I l .Before newly constructed stormwater conveyance channels or pipes are made operations, will not cause the pre -development peak runoff rate from aten-year storm to 1. The contractor will inspect all erosion and sediment control measures after each rain al longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for p p final site stabilization or after the temporary measures are no longer needed, unless otherwise and at least daily during prolonged rainfall Damaged and or deficient areas will he increase when runoff outfalls into dinar -made channel; or adequate outlet protection and any required temporary or permanent channel lining shall be authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting repaired or improved immediately. more than one year installed in both the conveyance channel and receiving channel. from the disposition of temporary measures shall be permanently stabilized to prevent further X X X X erosion and sedimentation. 4) Provide a combination of channel improvement, stormwater detention or 2 During construction of the project, soil stockpiles and borrow areas shall he stabilized or other measures which is satisfactory to the plan -approving authority to prevent • 05 SILT FENCE 2 Furthermorethe contractor will make a daily review of areas of constriction activity , to 11 When work in a live watercourse is performed, precautions shall be taken to minimize insure erosion control effectiveness Additional measures will be installed immediately protected with sediment trapping measures. The applicant is responsible for the temporary encroachment, control sediment transport and stabilize the work area to the greatest extent possible 19.Properties and waterways downstream from development sites shall be protected from sediment downstream erosion. where deficiencies are found. protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil gr Po` during construction. Nonerodible material shall be used for the construction of causeways and deposition, erosion and damage due to increases in volume, velocity and peak flow rate of d. The applicant shall provide evidence of permission to make the improvements. include the establishment of Brass on exposed intentionally transported from the project site �D 3. Permanent erosion control measures P cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the 3 A permanent vegetative cover shall be established on denuded areas not otherwise ermanentl_v following standards and criteria TEMPORARY surfaces disturbed in the construction process. p P e. All hydrologic analyses shall be based on the existing watershed characteristics and 3 • �9 D D stabilized. Permanent vegetation shall not be considered established until a ground cover is 13 When a live watercourse must be crossed by construction vehicles more than twice in any six - the ultimate development of the subject project. DIVERSION DIKE achieved that is uniform, mature enough to survive and will inhibit erosion s will be cleaned when the silt reaches one half of the wet storage volume month period, a temporary vehicular stream crossing constructed of nonerodible material shall be a. Concentrated stormwater runoff leaving a development site shall be discharged 4 Sediment traps provided directly y into an adequate natural or man-made receiving channel, pipe or storm sewer f If the applicant chooses an option that includes stormwater detention he shall obtain system. For those sites where runoff is discharged into a pipe system, downstream Phase i s inter t detention n facilities The Ian 4 Sediment basins and traps, perimeter dikes, sediment barriers and other measure, dad o approval from the locality of a plan for maintenance of the dote o p P P y g Y 14 All applicable federal, state and local regulations pertaining to working in or crossinglive stability analyses at the outfall of the pipe or pipe system shall be performed. shall set forth the maintenance requirements of the facility and the person responsible trap sediment shall be constructed as a first see in an land -disturbing activity and shall be made watercourses shall be met. for performing the maintenance. 3. 1 3 functional before upstream land disturbance takes place. b. Adequacy of all channels and pipes shall be verified in the following manner: 1 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions 15. The bed and banks of a watercourse shall be stabilized immediately after work in the g. Outfall from a detention facility shall be discharged to a receiving channel, and energy immediately after installation. watercourse is completed. I) The applicant shall demonstrate that the total drainage area to the point of dissipaters shall be placed at the outfall of all detention facilities as necessary to provide analysis within the channel is one hundred times greater than the contributing a stabilized transition from the facility to the receiving channel. 6 Sediment traps and sediment basins shall be designed and constructed based upon the total 16 Underground utility lines shall be installed in accordance with the following standards in drainage area of the project in question or ^ ^ drainage area to be served by the trap or basin addition to other applicable criteria h. All on -site channels must be verified to be adequate. 3.18 2) a) Natural channels shall be analyzed by the use of a two-year storm to a The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of a. No more than 500 linear feet of trench may be opened at one time verify that stormwater will not overtop channel banks nor cause erosion i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent of channel bed or banks and ST I . The site will have all silt fence installed. 2. The construction entrance with wash rack will be built. 3. The diversion dikes with riprap sediment traps will be built 4 The site will be graded. 5 The rock check dams will he placed 6. The new entrance with the culverts will be constructed with inlet and outlet protection QP 7 Upon completion of the phase the site will have all permanent soil stabilization in place and all inspections by respective agencies completed, then the remaining erosion and sediment control measures may be removed. drainage area and the trap shall only control drainage areas less than three acres. b. Excavated material shall be placed on the uphill side of trenches. property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to b) All previously constructed man-made channels shall be analyzed b a detention facility. Note: The Frederick County Public Works and Engineering Department will retain the Y y right to add and/or modify these erosion and sediment control measures during the b Surface ninon" from disturbed areas that is comprised of flow from drainage areas c. Effluent from dewatering operations shall be filtered or passed through an approved Y y greater than or equal to three acres shall be controlled by a sediment basin. The p pp the use of a ten-year storm to verify that stormwater will not overtop its in applying these stormwater runoffcriteria, individual lots or parcels in a residential, !1 � P 3.20 ROCK CHECK DAMS CD '�� construction process, within reason, to ensure adequate protection to the public and y P sediment trapping device, or both, and discharged in a manner that does not adversely banks and by the use of a two-year storm to demonstrate that commercial or industrial development shall not be considered to be separate environment. minimum storage capacityof a sediment basin shall be 134 cubic aids per acre of drainage area The outfall system shall, at a minimum, maintain the structural integrity of affect flowing streams or off -site property. stormwater will not cause erosion of channel bed or banks; and development projects. instead, the development, as a whole, shall be considered to be a the basin during a twenty-five tear storm of 24-hour duration. Runoff coefficients used in d. Material used for backfilling trenches shall belc) Pipes d sthall runoff calculations shall correspond to a bare earth condition or those conditions properly compacted in order to minimize anorm sewer systems sbe analyzed by the use of a ten - single development project. Hydrologic parameters that reflect the ultimate development Seeding Schedule (Soil Stabil�tion) condition shall be used in all engineering calculations. erosion and promote stabilization. year storm to verify that stormwater will be contained within the pipe or 1. Topsoil will be spread at a minimum depth of 4". expected to exist wfiile the sediment basin is utilized. system. k. All measures used to protect properties and waterways shall be employed in a manner, 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs e. Restabilization shall be accomplished in accordance with these regulations. c.1f existing natural receiving channels or previously constructed man-made channels or 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. P which minimizes impacts on the physical, chemical and biological integrity of rivers, per 1000 sf 2 tons per acre pipes are not adequate, the applicant shall: P (� P ) Slopes that are found to he eroding excessively within one year of permanent stabilization shall be streams and other waters of the state 3. Fertilize with 10- at a rate of 23 Ibs per 1000 sf (1000 Ibs per acre). f Applicable safety regulations shall be complied with. , o Red Top Clover. provided with additional slope stabilizing measures until the problem is corrected. 1) improve the channel to a condition where afar -year storm will not overtop the (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) 4. Seed mix will consist of 67.,e Kentucky 31 Tall Fescue and 33" 17 Where constriction vehicle access routes intersect paved or public roads, provisions shall be banks and a two-year storm will not cause erosion to the channel bed or banks; 5 Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and t Concentrated runoff shall not slow down curt or fill dopes unless contained within an acLlluare P P P anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where or temporary or permanent channel, flume or slope drain stricnire sediment is transported onto a paved or public road surface, the road surface shall be cleaned i �--••� ri C' d O > , E-1 Q � � Q a' Q oz �� E-- W W ti U �W Q � � W � O DATE: 9/30/98 SCALE: 1 " = 60' DESIGNED BY: MDS JOB NO. 2197 SHEET 6 r 6 54-A-361 Southeastern Container Corp. VDOT Notes: _Lease- Ruiki" -�S- 1. Entrances are to be be built DB 766, PG 73 to the CG-11 standards. The CG-12 Z DB 800, PG 577 handicap ramps will be located by N, 54-A-36G Zoned : M - I a VDOT field inspector during X Kraft GeneralPG Fo1062 ods, Inc. Uj construction. B 759, D Zoned : M - I Uj GA —,GAs Mq Use Industrial Possible 12" W/L Existing Stub to be field verified. 1250' to Route 1322 Rerouting of proposed waterline may be required. -------- If found contact engineer for possible changes. ---------- - ULI Sight Distance, West Brook'6 Road Distance C", Ln 00 500' +-500' + 5,00 Route 1320 (60" R/W) +500 70 704 704.17,. 619, (L) -100 54-1 -C ---------- '-ff i4gTape ....... 93 0) Grade —z_ 93 n& w/ -tG- hjoa& e 93-1 -A— Cn -9222 10� (D 4 931 93-0 % 7-7 > 31 -4 1N .3. + Arc=304.17' Radius=1970.06, Existing 11aterline Easement W >, N, )sed 12 ;et �ap bv'FCSA -71 Chord=N 42-57'00' -E- --303.87' a) t7� GAS "-4 GAS• INE r . ... ... GAS GAS Uj ExistQ/&sIie Easem 'SIG ------ APPROX. LOC. OF GAS I W < 926 Mt=6' 72 sf GAS AS Ar ------------- V) (n Q) 0 U E(; 684 L 891 TAP\BY FCSA Q) >1 W W W W W+- W —W W CO INWV=6 NV= 8154' - W, —W —W W —W --w —,w W W W -V C) S S S S Mnvdfle--�3-10 C) S- > S _�JPVC SDR 89, j BRL 4" Sewer Lateral C 1 66.1.5 �'i e \�805 an outs at every Ljj 'J'; 1 0' NOTE: CONTRACTOR RESPONSIBLE > 1 86 , -A 1 100 686 FOR EXACT LOCATION OF GAS LINE F6,ture Addi�ion A Office 15450SOFT 90 8-m 10'R OFFICE 87-�p X- 87 C> im FF=690.25 10, 88 13� GAS iiffM N 1 892 t3 8724 Q) 8 39 0 0 C Ei SIAMESE 3 FLAG POLES H 3 0 7 co CONNECTION . . . . . . . . C\2 C� I W co 8625 M > M M E— %\ �� \ \ a� z Fire, Line Connection 6 -------- CQ -0 :E 0 0 U) ,,, , , . j -- I � � 13 `J � \ o <0 Typical 24' > 0 -,5 co Q) ' 299 ' X A M co Manuf6cMrfin g %rtt` Ce) 0 8 0 6) co , C) C\2 C\2 CO Y 157,032.6 sf c:, C.Q CQ Height = 38' 901) % FF 690.25' 85-V 84 8422'Curb Cut 5 4 1O'EC-I 'ele, A+ k �cv TO f �0 Ole 83 84M io cr) Cl) o) 85Z 2'Crb Cut A 84 to 84 54-A-36 `0' 77 ct 2 C Crider & Shockey Mi " DBWes766, PG 73 O,D PR of t Virginia co Zoned M 1 U7 Industrial 686 8 )0 A� r08 87M 87 ko i. Smoldng Pea >16'x34' Canoover go 87 87 ead Door �4 4" concrete pad at 2' from the building X (FF=688.0') V . ..... INV=84.4 INV=84.4 > Fire Line Connections FT -1 f E E- 2.5 C* W 7�t W W W HW W W vo W E- 8E a STO 7 -T �D F MOM F164 I IMI Ins 9:4 Fl. W 1 -M F1 =84.4� 464'-' 1"=84.4 i7 PVC A—CL" W t-�PVC Enclosed �Q �D Mrivot6 8" 8 694- Trash Compactor N Prop 7 E- Pp -:7 - ------- 0913 sa 4- FH 0 +85 6" Concrete 85" j�� 4. 21 -B z z (29 co 8 87M§ 1 91 .1 - � e W* bt 50 R (D cl� co C1 0 A 7 1A r AV 2L) 5 • " SM-2A L -- — — — — — — — — — — — — — — C 3" BM-2 Reset T6-0@6 CQ— + 17 SSMH 8 21-B CURY3. CUT In L 6 kq 7- - -7 A — — — — — — — 25' BRL 777777—T! 4. MV-02.0- 682 863 -IN 4 2 RB CUT 0 T INV=82.0 .0000, EC-1 > INV=82.0 43046 3 E 27.80 682 54-A-36K Fort Collier Group >0 4' 684 Lease Building #2 DB 776, PG 233 686 Zoned : M 54-A-36J Use Industrial Hershey Pasta Group Winchester, Inc. DATE: 9/30/98 DB 828, PG 1627 Zoned : I - ! Use : Industrial SCALE: 1 "=40' DESIGNED BY: MDS DIJOB NO. 2197 Sheet 2 of 6 En o, 66 0 m 0 m CD L 3 ID CL Q 3 3 O Q CD 3 L O 3 t` (T CV in QJ !L D O J x V 1992 VDOT M1 COARSE AGGREGATE FLOW Source: Va. DSWC 1992 3.20 CLASS I RIPRAP Plate 3.20-1 3.18 PIPE O UTLL T CONDITIONS A A 'IPE OUTLET TO FLAT .REA WITH NO DEFINED HANNEL L a a SECTION A -A FILTER CLOTH KEY IN 6--9'. RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN-) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a 0 7 —� d SECTION A -A FILTER CLOTH KEY IN 6"-g". RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 318-4 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC SOR 33 .1: r tee b-d SM 35 Iprgnr er SrR 27 go.d.rod bev/ odcprer locator peg I - T.r ! 1/ aaslersd ;, pj+d arA Mthgr 6 gnwFerefte d beye# r 36, Rrif. rnlis, GRAVITY SEWER SERVICE LATERAL FiqurP 15 ra- Plate 3.18-1 smftor pww mag 1992 3.09 Hei h The minimum allowable height measured from the upslope side of the dike is 18 inches (see Plate 3.09-1). TEMPORARY DIVERSION DIKE Compacted Soil !jm in . Flow 4.5' min. ---�{ Source: Va. DSWC zZ sir«I e.Ner•l wrM1 1 y . lA.Ou. to e• es A v�ec1•p a• "'•:elms �'J I , M.n on pae•I •-1 , IeoK„ 1• N •, C acid ,nM-aken •na.n m am,l+� \ A are eM -6) / t.-y era. cast Q I I r _ - _ _ j I Z cbn IU IN.E.S. 6' ast.dlfl.r Li-• Cenvet. " E •ean•I.n 1 A n i E.een•wn Jeinl -1 SECTION C-C a.wAM ..e• t'-o.. ear o. udarr..eod.or .ne.n en Irpira •.clan PLAN VIEW eNHY.cI G.N eAw,e•, .iM a -wrolc cur.• ItYrrd,ese curve 0 «aloe ear slredar a . w.. _ _ opue.,d ne. uw Slep• scree- --- b w/w 51'd. e0-m i. undVOO for .hoar.... 1. boni.• Aood.oY -_-_--------.----_--_ n chop,«ten .ilh VDOT pej«t.. pl.me 6 / w•. _ - D rat• the fa.e.ne� ------ x x lw4a. I .I,rlsv caa.uvet.a 10'Mn. IN 41rM Cwn-ctiN, D ., M In w fM 11.cg1 w,y w4pr ad• le--,eIM r.eui.d lr morMd. 20'0„VeW Iw Con•n.rcir Enlr. pw.wMnl •NCA cw M N.ill.d 'a 5, 1en IM •nlroM-.1 SECTION A - A • �°d'd'°"Y °' eM-r'0" `"'k d W III, .ad Mt b. csn.Irucl.d e•vena IM aIw M •.<.PI roar r.pbc.mwrl pwee.... Guidelines for Grade Change D wa•n a•• a . tl M- c/b such IN' 9 cc 3 ccn, IM .we r«. en IN. Sl.M d 1. le .. edit t.d 1. match IM [nuts. vek.a. o•s:mN w_:N.a mounloDM1 are renrywero,. truer. Mw IS00 VP01 a / 7 , 5.- 51dndNd cG-12 IN cur- Ram- d-we,, Ash to It. I.d .dh IN. Skr d. wd+Ne 1500-1500 Vra1 ! 3 r s / yr n IsI Faro. r.A.—t «e.a.,-del• iM Iv��+pp r.-iwr�-nls ear weelpolN Me.y Lo+ M.. tnm SW 1P01 < 6 . e r IrucY 1 dl1k. <mrdNelan •navy e. peen le Inc--- M, depth of tall« art preeoud .Id..ee to 7 hc"... ZOeclonO Corr• may -. veal rear .ntrorre.• • ten,. oetbralne.11n. -oy r..d.. - 04 't ..I.r. pwlion 1 Wt I., to N•c.d. Po q e METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES I zo3 oe VWCR A CEPMTRLNT Or TRANSPORTATION cost Iron cleonout cap wfth braes plug R Iwvinyq o 1'buntereumk sqquuare head Panella Model PA4SV—CSK (4-) Panello Model PA65V—CSK (6-) I I cleanou pipe — DR 21 bend square conct!te skid pad 20-x 20"x 12deep aggregate base ( depth 3- ) rsA 6" stone bedding realm NOTE "here length of service lateral to exceeds 75' 0 cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 Plate 3.09-1 This area my be concrete-1 of the option of the contractor MAGNUFORM@' III RCS SERIES - RECTANGULAR CUTOFF LUMINAIRE The Magnuform III Series offers an aesthetically -styled rectangular housing with sharp cutoff for a variety of distributions for any lighting application. With a wide range of optical assemblies the RCS Series is ideal for shopping centers, parking areas, malls, commercial and industrial complexes, roadway, or any area where luminaire styling contributes to the visual environment. The RCS unit is available in 100-400 watt HPS and 175-400 Metal Halide. Housing — Lightweight, rugged, one-piece formed and welded aluminum insures smooth construction and weatherproof integrity. The luminaire is pre -drilled for mounting to pole or wall. Ballast - 180*C insulation, -20*F starting (-40eF, HPS), 60 Hz HPF ballast. 50 Hz ballast available - contact factory. Lens Door Frame — Extruded frame with rigid corner bracing and die-cast zinc latches to permit tool -less entry DIMENSIONS for servicing. The door has high quality silicone gasketing to seal against entry of insects, dirt and moisture. Decorative silkscreening provides for concealment of electrical compartment. Lens — Flat, tempered and impact resistant glass. LEKTROCOTEe Finish — Two mils minimum of electrostatically applied powder coating, high temperature bonded to the surface for maximum adherence and finish hardness. Standard finishes are bronze, black, gray and white. See ordering information. Additional Features — Fully gasketed for all weather operation U.L. 1572 listed and suitable for wet locations C.S.A. certified for outdoor use. IP suitability — IP55. Thin) (59i mm) CATALOG LOGIC RCS -A400S-3P8-T1 -PCR i MAONUFORII III J I L OFT10Nf F (t how 6) - Ftlwrlg ARM MOUNT PCR (1 exu el - 1Select dewed FINIS" Twat lock nlaurltxp Wessell1 - B`ont• Photocalra 2 - Black Wcepec4 WATTAGE/SOURCE 3 - Gray lo forow phocon" H S A - Wtvte separeteh) 1 - 120V 175 100 2 - 208V 250 1So VOLTAGE3 • 240V 100 250 5 d80VBOV . - 277V 400 6 - 7A7V 5 - 460Y e - OuadTepe - 3A7V VCMNON 3 - (12W20e/ L -War • 400 art 24012T'7V) ISlrware on 6a0H1 gSTRteUTION P - II /III Assyawelc T - Forward Tilt W - Type V Sat (Select" Wassges Orgy) � 1-Iu8e1111_L' Lighting, Inc. CG It Aar uF- M1 0 I IN. pdrl r RrY U. mr11,•r a IW,wpr/ Y E _ - -t a- - _ YI, Ca1Rr,p10. will s rRa. a rr co 1•a U,R [cart - - - T - - _ Wa.,l�, Cd.]'r. a N>., Yl, ' 11 r'N U . CC ow, • pdRw. h slde.a/ s.rM1 WA N.For .yl.! Ylw ('e•rr l.11w .war Ia. a It so-n sa f TYPICAL ATERYUE RADIAL RI - FOR USE U APPIICAaIE STREET •S _I SaY. R /r c`e CWYECrovs mo coxmc CN For Colwra.CNrwq RADIAL PLAN ctr- / A, �wv ENrAA.CES r —rr„o CG IJ i im3 I y0 Prtl.NwA dw d 1` ±_! Sldw► SAP I&YV.1-1•. I A -J TANGENT PLAN co r5pME7RK vlEr • r.lw• Srd CL J CC, 1. u.tl. - AWES, SII..af Arr r Il. Iti •rN-A- Cv/e rOy I- ro r au_ tp.aAIl� Covr• Iq A-. I/ p.p011 tl m YIp+Wrrr Irp' 14rtlwv M1 wlrloell .arNryl p.I/q• Ih Mlr• r/dn A Res ap /,o• Irep /I.y .NI e• INIn a .N,V p/II rrlM wen• o Il/ rr, rrnr r war In pb..4 rl. Oradew• .a Nary ,r-T r proNdr 4 w •.mud edP•pa- Yd.[G'[ � r-I �� /INN Rwle ,liar not •.ntl s .Y.I-„ ,rror d Itl. IF CC FIR./ .bY. d -0 rsle A b pvtl ,vMI . I tl...ee m,rrurry, /dr.hn rrdrtl EaA " -w'n Iw /Aar or IFurp W. �s p• ryI lfMmalr�dtidp dam~"w•% SECTION A -A rw. rN..r r 1klsilltl NIr. r. M1 o- w S . s ary r Iww a o.+.r aay can slur d m. row p-.oew s n.r ro pM1ow r -r, ew"lo , or rav rAwr. YIN-.. aPvr• mar I �•. •5 . rax.. !real Cure IllIMP rl-r • ,W wd pdd to, of Inr oarroof rkr For rl,dtolok Crrr FNd.oWCRWldlrr Nvtl• Slryl.al err E.m.tl oyD'Ior. .I -..I,, anlo/.mya. �SAp Il✓wd-. -n'N C., w Prl.' ,Ap 1--r, tl1— oNe r-.Yd >• r„r„r.d rn poy.Nr /a cveia.e ms oWr. lr b u✓'M ,AIw .Im Slo-d CGI II CC r, m. - for,, M IN. SN-4 Is ho 1" rtl .. IM1 .oNroa. a wrw. SECTION B-B ■ .•mrwNr I.w I. •d1,r r . swrwr Car- R.w. r• ro r Ioo•rr ., ,I-m w 11. pw. r r al.rar a rA, e,d,.r. wwnv.e.nrr mare wv Np Irlwry rly or. ro o- >rAr a 1Nrralw .rrrr w .cwu•-I• arm- 01.YM1n rti Irprs Utlr, d C.— _,lvoN ,bw.aY prn m,avlp w and.leY NA-7r. d • arc• d . Ya,.a la[Irrh ,u o qa d .IY/I ,ld lra. 1, rIN/r IM M rloere.cYy.MNY srw e,oaus r mM1.lYr. Iq• .w r d%,r (ran pM/r N. ouw.a,1 u Ilan w pMY ,per 1, Ni �bn r Id ,Iaw.W r ,Ipw.M1 uW 4 i',w r In imWN6' IMolr�•r,. w alrY! 0 II- E'V . M 4vuN ml or /srtl eYVM .rltl• Noe IIIu. E.l,wry Ild. pd.•,/Rare /pdI•rr,. dlq InNl,.rc. rle a,o drb l/r..Nr. CURB RAMP K,[Ar,n (PERSONS WITH MOBILITY IMPAIRMENTS) wt VNErIA IrIwisfor or IRAwsmor000r -.__—-_.---- .50. lMM/ M ll . i •� : .' _ _ _ _ TM ponom of the curb and This curb is to be used whom design speed Is 40 MPH or Ins on Rural highwoys and 45 MPH or less in developed urban 8 suburban areas. punar may be constructed parallel to the slope of sub- surface course* provided a minimum depth of 7" is m Infoined. Now: Comb. curb S gutter having a ro*A of 300'or less (doN face of curb) shall be paid for as radial combination Curb B gutter. This f . may be precast or cost in place. Concrete to be pass A3 If cat in piece, 400041 N precast. REFERENCE COMBINATION 6" CURB St GUTTER 105 VIRGINIA DEPARTMENT 502 o/ TRANSPORTATION 20103 Imm) l 1.5" SM-2A 3" BM-2 8" 21—B BASE STONE ENTRANCE PAVEMENT SECTION (BASED ON CBR-6) 2" SM-2A 6" 21—B BASE STONE PARKING AREA PAVEMENT SECTION (BASED ON CBR-6) 'h.•ts and aa�2 8" CONCRETE 3000 psi WITH MESH W 4" 21—B BASE z STONE — DUMPSTER PAD SECTION Z (BASED ON CBR-6) W N to O op 4" CONCRETE Q N 00 3000 psi W/ FIBER C Q J :� N 4" 21—B BASE Z c = L_N _ I In N STONE W Q) �''� a) I C� ct�j SIDEWALK SECTION W (BASED ON CBR-6) �, .� (1) x � i� 6 Q 6" CONCRETE 3000 psi WITH MESH 6" 21—B BASE STONE TRUCK STAGING AREA SECTION (BASED ON CBR-6) fn Q) O\ C N IT C :3w (n 0 1kr 1 Z 0 0 WO .' rn •'--' +' y y L N O r) rn N tw r, W V) Car 0' a W Q Q CC) C,2 10 to Cn �00 lr o O Z Y O \ V 0 => 0 �V 4 ERV)M v 1 • • 4 O �l! �T, Q S.•+ � U ;-•I w oC) DATE: 9/30/98 SCALE: as shown DESIGNED BY: MDS JOB NO. 2197 SHEET 4 OF 6 im� ............. J 702 .. . .. . .. . .. . .. V'j . ..... W' W W, W LU LU GAS GAS S AS GA -----GAS GAS CAS GAS GAS —A-S AS GAS GAS GAS GAS G'4 AS GAS GAS Ui LO 0 co ---------- C W —W —W —W —W __w —W —W —W (.01-0 W —W —W W --w 1 0) Ui Uj C C 0 0 It �9: = Ln C U < LL- OD Lj (n QD LLJ (n !"IV z 0 (18 ID8 > Q) 69�3 W Q) (v Ei rz 02 -All outdoor lighting must be shielded 694-- in a manner as to prevent unnecessary glare onto neighboring properties. W cc) M light pole 4N < C\1 Co CQ n Q Height=20' CQ 0I CO 400 watt bulbs 3e is � 8g, Landscaping _6 182 spaces 10 = 19 trees required '2: 1300' perimeter / 40' = 33 trees �required C) '0 CIV) tK Parking has an area of 50,325 sf of which 5 (2516-sf) must be landscaped. � This plan % provides, 3975 sf of green area. 43-Red, Maple Trees 2" Caliper Typical col U3 Ln 686 61E� L. Z:)E-1 E- 0 I - 7�w �nDell =dEl" CEO ROW OF CEDAR TREES 6' TAM 4' ON CENTER U FOR 32' YIELDS 8 TREES. i U7 (z) Q-� V--� - ----- U —'w 4�— W —W —W W W W W —W (Z) Q E-- 41 E-- 3C K7- 7 PON 69F _4 . ......... DATE: 9/30/98 > L SCALE: 1 = 30' 7 - -- j7--� DESIGNED BY: IVIDS —777� JOB NO. 2197 (C- 682 SHEET 5 OF 6 M-4 1 1 1 1 I W W z z W N N rt I z L CI N wr W " C O 40 \\\ \ 4 696? U d' X ----- \ \ ! 1 \ w/r rn 0 1, \ 1 `�� or C 4) CD --� \ i cx� - - -bg2 ` 1 ' i O 68 W 684 r _ 664 -- -- -- n 2 " ut - W co World Wide Automotive / I ♦ � J I � � \ � b- Erosion and Sediment Control J i i \ \ • � Narrative ^, Project criptio P t Des n The site is located in the Fort Collier Industrial Park on West Brooke Road. The purpose y of this project is for the construction of a manufacturing plant of approximately 150,000 +. tt11i� }�,• ;� square feet. 694 �; r _ t38s _ _ \ I - - _ _ -^ .. _. _ / f Ec sting_Si-e Conditions �, '� ( ap f --,? ( " _-- -_- , -- - _ - `� The site currently is an open field with some small scrub trees in places and a drainage -� v N a -.. _ l II , E 4 iN V `� Q Q N -o', :�, easement on the northern side of the lot. This drainage easement has a - 60 acre drainage H � � � basin that flows through four 4'X6' box culverts. Y o L� O` Q Y g - �` e9 6g2 / Adjac-en_Properties Sh ckey Realty, Fort Collier Group, and Southeastern Container own the adjacent RnF �. _ l t o�� - properties. mes. ro e - ___ Soils 4 ',- E? ♦ �- -- - - - -- -- _- ' . - The soil conditions are as reported in the USDA Soils Survey.The soils on this site are _ ,m..- _ T= M - _� - =`�� Frederick-Poplimento loams (14B, 14C, 16C, 17C). The site has limestone outcroppings. -- when excavated. e � These soils have slight erosion hazards and moderate wetness J1, l - J F / - - % .� •... topsoil sinithese soils rangesfrom seven to twelve inches deeps Y, 1 � - - Critical Areas r - / 7P 6� ` ---- -_ - ---- -- --- -- - - � The ditch on the north border will be routed through culverts and permanent soil stabilization will be required once this construction is finished. "-- -- ---- - Erosion and Sediment Control Measures I i I • Install silt fence C '0 Install construction entrance with wash rack • install diversion dikes with sediment traps r ' -0 Install check dams O Erosion and Sediment Control Standards 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days afler final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within -even t rn . e en days to denuded areas that may n be t final grade but will remain dormant for ud d e s v of a e Y g longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2 During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3 A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion 4 Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, 6 Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic ,yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7 Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to he eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runofTshall not flow down curt or fill shlpes unless contained within an adequate temporary or permanent channel, flume or shape drain stn.uture 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. I I .Before newly constructed stormwater conveyance channels or pipes are made operations, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13 When a live watercourse must be crossed by construction vehicles more than twice in any six- month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sed iment ent control measures Po rY cures shall v be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where ntnoff is discharged into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed, b. Adequacy of all channels and pipes shall be verified in the following manner: 1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question: or 2) a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; and b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its ibanks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and c) Pipes and storm sewer systems shall be analyzed by the use of a ten- year storm to verify that stormwater will be contained within the pipe or system. c.If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: 1) improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm wiI I not cause erosion to the channel bed or banks; or 2) improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances, or 3) Devdlp a site design that will not cause the pre -development peak runoff rate from a two-yearstorm to increase when runoff outfalls into a natural channel or wiI I not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or 4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan -approving authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f If the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on -site channels must be verified to be adequate i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. in applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to he separate development projects. instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner, which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) • Clear and grade site x Permanent Stabilization Once construction is complete, the areas of exposed ground will be covered with a minimum of four inches of topsoil, fertilizer, seeding, and a blanket of straw. $torrnwater Management Z �{ O d �, > ~'' The stormwater management for the industrial park has been provided in a regional pond n r*11J TEMPORARY STONE at the western end of the park. E-� CONSTRUCTION CE 0 � ~' 3.02 Maintenance Prouram O Q Q Q ENTRANCE 0 U 1. The contractor will inspect all erosion and sediment control measures after each rainfall O � and at least daily during prolonged rainfall. Damaged and or deficient areas will be cnZ repaired or improved immediately. 0 0 3.05 SILT FENCE *-XX-K 2. Furthermore, the contractor will make a daily review of areas of construction activity to W W 124 insure erosion control effectiveness. Additional measures will be installed immediately E- 4 where deficiencies are found. Z Q TEMPORARY DD 3. Permanent erosion control measures include the establishment of grass on exposed' surfaces disturbed in the construction process. Q 3.09 DIVERSION DIKE DD 4. Sediment traps will be cleaned when the silt reaches one half of the wet storage volume. W � Phase 1 3.13 TEMPORARY ST 1. The site will have all silt fence installed. ^ SEDIMENT TRAP 2. The construction entrance with wash rack will be built. 3. The diversion dikes with riprap sediment traps will be built 4. The site will be graded. O 5. The rock check dams will be placed. 6. The new entrance with the culverts will be constructed with inlet and outlet protection. 3.18 OUTLET PROTECTION OP 7. Upon completion of the phase the site will have all permanent soil stabilization in place and all inspections by respective agencies completed, then the remaining erosion and sediment control measures may be removed. Note: The Frederick County Public Works and Engineering Department will retain the -, right to add and/or modify these erosion and sediment control measures during the 3.20 ROCK CHECK DAMS CD �� construction process, within reason, to ensure adequate protection to the public and environment. DATE: 9/30/98 Seeding Schedule Soil Stabilization) 1. Topsoil will be spread at a minimum depth of 4". SCALE: 1 = 60' 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 sf (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf (1000 lbs per acre). DESIGNED BY: MDS 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33' o Red Top Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and JOB NO. 2197 anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. SHEET 6 6 m m r-, OD Ln m 66 CD ID 0 L Q1 3 0 a Q 3 3 0 0 0 r� CU a� .o 0 GENERAL NOTES 1. Methods and materials used in the construction of the improvements r,erein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the vii yinia Siltation and Erosion Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) Frederick County prior to construction in existing State right-of-way. 4. Approval of this pion, does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains -and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all knov- gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the eve,_ ,ravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions p ;car o and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrep Jncies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of ximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 c oplicable. Density shall be certified by a registered professional engineer and results submitted to -'erick County prior to pavement construction. If a geotechnical report has ben prepared, it shout: -sede the requirements in this note. 23. Contractors shall notify operators who maintain and utility lines in the area of proposed excavating or blasting at least two (2) working days, but no.,. ore than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone -:ambers of the and operators underground utility lines in Frederick County appear below. These numbers :•r,cll also be used to serve in an emergency condition. Water/Sewer: Frederick County Sanitation Author .c., P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 FCSA CONSTRUCTION NOTE;. 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SFT THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND P� FOR THE COST OF THIS WORK. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY C, ?E DRILLING THE MANHOLE. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALL-1 , ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ��,qE?; ' IS TO MELT ASSr_ °,IDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILT .ROTE .JIRED. VDOT GENERAL NOTES LEGEND EXISTING INTERMEDIATE CONTOUR - - 33 -- - - _ V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR - -------------- --_330 Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P plans, the most stringent shall govern. PROP E/P PROPOSED EDGE OF PAVEMENT V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _^_ _ _- 'EX C&G� v Safety & Health Administration and VOSH Rules & Regulations. PROP C&G PROPOSED CURB AND GUTTER V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER PROP. 15" RCP V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER ------- - --- _�-------- arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE -------_____ V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE T R any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ------ ------ ------ - - ---_._..-.____.-.. inspection. PROPOSED GAS LINE V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE Furthermore, access to other properties affected by this project shall be maintained through construction. FENCELINE EXISTING POWER POLE V9. Contractor shall ensure adequate drainage is: achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE --- ,_____._-_-__-.___ minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w T w V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ----- "---- -------"------- V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER Q.> prior to placement of fill. EXISTING REDUCER V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER --- ------- - =' w be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 MD40R JURISDICTIONAL Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD MP CONSTRUCTION final VDOT approval. PARKING INDICATOR , INDICATES THE NUMBER OF TYPICAL PARKING SPACES V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION �{ , V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H/C O shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT .4- markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. FIRE MARSHALL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE INDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE IN VICINITY MAP SCALE 1"= 2000' Q+ 37 Ile I 4cx W S i oTE SHEET INDEX SHEET SHEET 1 2 COVER SHEET SITE PLAN SHEET 3 PROFILES SHEET 4 DETAILS SHEET 5 LANDSCAPING AND LIGHTING SEDIMENT _ 6 2 ° SHEET 6 EROSION & CONTROLd PROJECT INFORMATION PARCEL IDENTIFICATION NO. 54 - ((A)) - 36 P STREET ADDRESS: 300 WEST BROOKE ROAD TOTAL AREA: 14.939 ACRES PROJECT AREA: 15 ACRES DISTURBED AREA: 11.50 ACRES CURRENT ZONING: M-1 CURRENT USE: VACANT PROPOSED ZONING: M-1 PROPOSED USE: MANUFACTURING ALLOWED HEIGHT: 60' PROPOSED HEIGHT: 38' MINIMUM OPEN SPACE: 25% PROPOSED OPEN SPACE: 46% REQUIRED PROVIDED BUILDING SETBACKS: FRONT: 75' FRONT: 76.0' RIGHT SIDE: 25' RIGHT SIDE: 177.0' LEFT SIDE: 25' LEFT SIDE: 240.6' REAR: 25' REAR: 132.5' REQUIRED PROVIDED PARKING S`=TuACKS: FRONT: 25' FRONT: 116.5' SIDE: 5' SIDE: 68.5' REAR: 5' REAR: 22.5' F.A.R. CALCULATIONS 172,483 sf / 14.939 acres = .265 PARKING CALCULATIONS Manufacturing Plant Parking Requirement is 3 per 4 employees 120 warehouse employees yields 90 spaces Office Parking Requirement is 1 per 250 sf 15,450 / 250 = 62 spaces 152 spaces required 182 spaces provided (6 are ADA compliant) z 1 t N U) Co W COD Z N rt N C a) N 00 Z C C o 'c N co Ln Ls.J J O > N d Q t i C0 st� L_LJV a a� x CiC C �n •� �< a In a) o e C v C D LL1 V) _ J N Q > o' of 00CI_ Ln o_ Q �C)- � ` LL OOjw oUJ;o >00� go<Of Q n- LL_ (n a0:� LJN�� Q 3 # li O IN N a� o O rn Z B B o 0 o o a rn -� W 4 c j 3 3 W c00. 0 A a W U cn CO tko ai M N b U] � v ai Co a a W� a a MW A. a CD CDW�� Qto C\2 � ( co C\2 0 12.0 ENVIRONMENTAL FEATURES 12 5 PERCENT SIGN REQUIREMENTS ...�.,.-_.....___.:._�....:_._.;"_:..a...:•.._..._.-._...._._.:,..... FEAT URES DISTURBED - MINIMUM SETBACK FROM PROPERTY LINE = 10' - FLOODoLAINS 0 SIGN MAY HAVE UP TO 100 sf OF AREA `. r? 15" OAK 15 PINE LAKEQ_ :'C PONDS 0 MAXIMUM ALLOWABLE HEIGHT IS 60' OAK WET;._ "ADS > 1 AC 0 ,DLES 0 NATURAL S.W. 0 D7ENTION AREAS STEEP SLOPES 0 >15% WOODLANDS 0 * ANY PROPOSED SIGNS OUTDOOR LIGHTING AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY TRIP GENERATION DATA COVER SHEET ITE TRIP GENERATION MANUAL - 6TH EDITION (By Rates) AUTOMOBILE TRAFFIC CLASS 140 - MANUFACTURING 1157,033 sf x 3.82/1000 = 600 VPD'S CLASS 715 - SINGLE TENANT OFFICE 15,450 sf x 11.57/1000 = 179 VPD'S TRUCK TRAFFIC ( 10% RULE (600 + 179) x 107. x 0.5 x 20 = 779 VPD'S TOTAL TRIP GENERATION OF 1558 q +J MARK D. SMITH 9 No.022837 10 S`SjONAL PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Project Name: Project Number: World Wide Automotive 2197 Magisterial District: Date of Plan: (Month, Day, Year) Stonewall District 9/21 /98 Owner: Fort Collier Group Developer: some Engineer Certifying Plan: Greenway Engir,c-. -�g Address, Including Zip Code & Telephone No. Address, Including Zip Code & Telephone No. Address, Including Zip Code & Telephone No. 6231 Leesburg Pike Suite 600 Falls Church, VA 22044 (703) 256-9700 151 Windy Hill Lane Winchester, VA 22602 (540) 662-4185 .x ctS 4-) N +' rn O in O '>� r --, U � Q O O ,Q) ro O DATE: 9/30/98 DESIGNED BY: MDS JOB NO. 2197 SHEET 1 OF 6 --GAS 704.,g,,,_ ' \� '.�tta�-- 77 54-A-361 Southeastern Container Corp.- VDOT Notes: A^ _J&asp- BuiMing -9-1. Entrances are to be be built z Z� DB 766, PG 73 to the CG-11 standards. 'The CG-12 DB 800, PG 577 handicap ramps will be located by 54-A-36G Zoned : M - 1 a VDOT field inspector during - construction. Kraft General eneral Foods, Inc. UUaebidustrialL DB759,PG1062 Zoned : M - I Uj Use Industrial Rerouting of proposed waterline may be required. ------- 1250' to Route 1322 Possible 12" W/L Existing Stub to be field verified. "v If found contact engineer for possible changes. es. Uj ',,Sight Distance 11 C) Sight Distan6e-, - West BrookL- Road 00 I ji� - ______ _11______________, - +500 ------ _#5-00'_____ +500' +500 CA 70 .0 - ----- 9" 1 Route 1320 (60" R/W) Irl. 'r - "04. 1 3-2.Q , -1111, -16-1 169, __1 .... x a e M 48Y.-_ ------ C _j 12� -'o laiie�ji/ --dG-6 Match-fted Grade Q-3 2 -0 931 32 'R > 93" LO 3. . ...... Cbord=N 4e57'00"-E- N Q) (D iV . . ...... ---303.87' ti sed 12" et'�Uapby TC�A Arc=304.17' Radius=1970 Uj '3136" W 883.54 Existing Waterline Easement 06, 7 30, ...... C 0 AS As. GAS GAS GAS NN GAS —ExistinjA&S Fn-e —E.se.W Uj . . . ...... -C LC) APPROX. LOC. OF GAS LINE SIG 4.1 X q) < Ht= 72 sf S GAS S 910 HHH �p Q) 0 TAP\BY FCSA C) 884 8V7 > 17 -1 _� S C� Va C SD -89-7 ass 75' BRL 4" Sewer Lateral CO M1=68150 -!OF Lateral an outs at every - N . OTE - : - CONTRA OR RESPONSIBLE (n Inv=686 0 > CT 100 686 FOR EXACT LOCATION OF GAS LINE Future Addition + 15450 SO FT so 10'R Office R`1tF c�\� \ OFFICE tM > 87,M C� FF=690.25' 10, 4; 188 87 _5 88 (U GAS 1[ETER 89 892 C) 3 87 2A W 8 9 S $-. 0 SIAMESE 0 3 FLAG POLES C\2 CONNECTION ( fi 625 rJ2 r > Cd W C4 E- Fire line Connection B - - ------- 0 to Q) 0 mcl (U (1) V2 0 Typical g1,4' > Q) 20' 9' 04 rn 69 W M co 'T"g Mar( M 0) a n 0 Tc < C12 Co 157,032.6 sf I \ y\ \ �r, co M r, CQ CQ Height = 38' -4 -4 -4 CIQ Cl) FF = 690.25�� 2'Curb Cut as w 84ffi 84M O'EC-1 7t(O A+ Cr.) 83 84-M co V) 00 850 84 84 2'Curb Cut (14 10'EC-1 V, 101 0 IV -A-36 54 Crider & Shockey V 4 of West Virginia DB 766, PG 73 co ------- ,,Zoned, M U e hidustrial rOBB 686 81 )0 87* 87M 'RRIMI J Smoldng Are A V) 16'x34' Canopy over !ad Door p 8734 87 % 4" concrete pad at 2from the building (FF=688.0') INV=84.4 Fire Line Connections E, E- + U INV=84.4 46 '3*-,f F-64--] F1 R fq. 1 1 1 1 _4 INV=84.4 W —I* 25 7 -ft W W W W W F�-_ 47 +- — --- E PVC + V �w -TW _-W 871SI9. STOR C) J U) C) C), O 8s) Privotb 81" L (PVC Enclosed 694 88 Trash Compactor 7 6% 69B 85'd 6" Concrete - - FH 0 --------- 6" 21-B A. C/-) z 50'R (D E- gCq co 1P E Ui C; U 2-� BM-2 C12 n T111 3 BM-2 84Z - - - - - - - - - - - - - �StviH Reset '-. - 0 _Top 8" 21-B CO !A7 7 - _- - � _ - - ,0 - - � CURY CUT 7 4alL-Watertight lad_ > 25 BRL -7 _7 - - - - - - -r. - - - - - - - - - - '2 - 86 2' RB CUT 4! J • -------------- EC-1 7: 71 INV=82.0 - - 1-." a > INV=82.0 INV=82.10 4 046 23 E 27-80' 682 54-A-36K Fort Collier Group > C/) 3 684 . ..... . Lease Building #2 Lease Building # --- DB 776, PG 233 686 � DB 766, PG 73 I f " s+:aF_ t_ _ 54-A- Zoned : M 1 36J Zoned M - I ------- ..,---,,Use Industrial Hershey Pasta Group Use Industrial Winchester, Inc. DATE: 9/30/98 DB 828, PG 1627 WO Zoned : M - I SCALE: 1 "=40' Use Industrial DESIGNED BY: MDS JOB NO. 2197 Sheet 2 of 6 M PROPOSED GRADE 4"X8" CONNECTION W/ SCREEN III Ili III III III III III II III III �� III III iii II III III III III 14" IPVIII III II III III III III III III III r ll�• VARIABLE DEPTH Off,/ 8" STORMDRAIN 24" PVC INSTALL YARD DRAIN ® EACH STORMDRAIN CONNECTION SCALE 1 " = 2' 695 ••1 675 670 0 700 695 690 685 680 675 gowd backf1l J <. nn OF- 1 NAWAM n v u : Mw wen/ .. 24" oardolly compocted y / ' ow FiAly compacted select bockfsl • r' �� i24• - % !' select bockfil �' stone 8' � etc 7r• .:c d. :3 s 1/2 O.D. spy "he a bw 14 vow ! ►m se�ae MOrw r wwpew ..wJ rw ew*M .. ' e" ` � concrete °• TEE NIYE. OR PLUG TYPICAL SECTION clone aggregate In Neu of .sod fomWq Ow Ming may be wwrrttppppdd waLh Idwrlotm hall excavation fin to STANDARD CONCRETE CRADLE and concrete compbtey sunand V - 12" min. for 10' and srwlbr pie ny a9°i"� � 90- nw Qrir4 d0-110om b' - 18• min. for 12• Wu 20- pipe oyanst IXldtlturbed e011 sholl remain as sham. "0 below for A. B, C dmensom. "nerol bockfM CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS / 9enerd bac71, k 11 V4�1 S• O.D.-, e' C',yi O.D. 24' carofiAly compacted �y ! canaeb ! ' seNot bockf6l compacted !! , 24' select bocklN OD. \' 6• O.D. s 6• 1 /2 D.D. r Is• s. stone oggngate comwe CONCRETE ARCH CONCRETE ENCASEMENT TRENCH do BEDDING Fiaure 1 0 1+00 Proposed Waterline Horiz 1 "=50' Vert 1 "=5' NO Dim pMget T 11 1/r�22 1/2 4s�0' 9 -- A B C A B C A B C 6• 7-0• 0-9 I' 0'-9. 0'-9' o'-9' I -J o -9' 1-9 1'-0' 0'-9. 0•-9• 0'-9" 1'-6' 0'-9' 2-3 f0' I•-6• 0'-9' 1'-6' ?'-a* 0'-9• 1 -J - 1 9 7-9' -6 12 I -9 1 -0 2 -0 I'-r I -0 7--or 2 -0 1 -a -0 14' 1-0 1'-0' -0 1'-J 1-0 1' 6' 1'-0 I -0 4 -0 t6' 1 2 -J -0 1'' -6 1 6 1-0 2- 777 1: 4 -6 1 1-6 1'�Y -9 1'-6' I'-J' 2 -0 3 20' 2-9 I-6 4-0 1-9 I-6 2-0 3 11 0! THRU 90' BEND$ cost in place access door, centered in top (see note 1) 2' max. , (see note 2) roadway box 2" type K copper tubing (no joints N from main to curb stop) \-saddle with corporation stop water main ball valve curb stop with FIP ends, with 2' gate valve operating nut n ro..ww ewtwddd y owaMp Inwf lycla ti fII w sat[ ROD WF No 1P006 12' at LESS 6 2 ammwx Jo' 8. 14' - 20' 6 2 V. 411s�s1 .' CUTOUT DETAIL VERTICAL BENDS y 11-11 r typical 1.1 23 1.6 3.7 ""UST OL005 FOR 109mole 12' - 12 2.6 5.5 kP Em 911(l BE rw s4w 14' 0.5 1.7 .19 7.6 Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter I concrete pod 1'-6" sq. x 6• deep manhole with cutouts solid support blocks under custom setter 6" stone bedding thrust [,rock i screw type odjustabb vahw box 36' min. locator peg j whw rnegolugged NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased Nwust in 6" dia. SCH40 PVC or SDR21 piping. The block piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. As F°R HOFRMIX RM M' 0.9 2.3 s.I - 1 1 /2" and 2" METER INSTALLATION 18, '.' J2 a'' - Figure 6 20• 2.2 4.5 7.6 - AMENDMENT NO. 2 - APRIL 1997 CONCRETE THRUST BLOCK AMENDMENT NO. 3 - OCTOBER 1998 Fiaure 2 700 695 OT $ 675 670 0 GATE VALVE Figure 8 i EX _ - - --------- PROP GROE 429.50' 24' PV1 ® 0.270%. zin I I q �0 9 T I I i o I v� I � a #~ 1, ' • co co a m { I m j A. a 11.5 c� rn11� 1 +00 2+00 3+00 Proposed Storm Drain (Front) Horiz 1 "=50' Vert 1 "=5' 4+00 5+00 M z t L 6' dio. schedule 40 steel pipe filled w' 3' r 1 concrete and pointed yelbw 7 ? wI 16'di O 1_6•� L cerlc moswntent 't � BOLLARD DITNI. z UJ N to O o0 cD direction of setting to be approved prior fo installation / N Q` N N N UJ 1 C S a_ �C N �U) _J .- 0) as requ_xed _ I rconcrote pad 1'-6' sq. x 6' deep I 2' min. - 6' max. stone to be minimum of 6' above top of b FIRE HYDRANT ASSEMBLY Figure 9 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 Proposed Private Waterline Horiz 1 "=50' Vert 1 "=5' �' zL J d N W �' w � � c c O C_a screw type M adjustable valve box � 0 tf) • - N X -6 I �� ta, locator peg t\ to to L L C 7 mechonccol joint W (f) swivel fee with 6' branch c0 a� c� 3 0 a� a1 a. r.. Z c 0 0 � ;x a d o a A., 0 V) m �' Q ty N Q C) W r� C "a N a ri v rn A nal : W al in rn V, 'CA C t W co ao rn U-J co 695 690 i 685 680 I 1 i 675 _. 670 15+00 O In. > ^� U U co t� Q O o �T, N O �O .Q) U � U � � w O0 DATE: 9/30/98 SCALE: as shown DESIGNED BY: MDS JOB NO. 2197 SHEET 3 OF 6 1992 Source: Va. DSWC 1992 3.20 CLASS I RIPRAP Plate 3.20-1 3.18 PIPE OUTLET CONDITIONS e nl PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW L a •I ill d SECTION A -A FILTER CLOTH KEY IN 8'-9'; RECOMMENDED FOR ENTIRE PERIMETER A A 3d0 (MIN,) do PIPE OUILEF TO WELL DEFINED CHANNEL PLAN VIEW LF-7 a 0 7. d SECTION A -A T 7- FILTER CLOTH KEY IN 6"-gr RECOMMENDED FOR ENTIRE PERIMETER NOTES 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP. GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES - Source: Va. DSWC GRAVITY SEWER SERVICE LATERAL Figure 15 Plate 3.18-1 sonitair sewer math finished 1992 3.09 Hei h The minimum allowable height measured from the upslope side of the dike is 18 inches (see Plate 3.09-1). TEMPORARY DIVERSION DIKE 18" min. Source: Va. DSWC 4.5' min. ,Compacted Soil Flow i R.•.. 1. be . A ev oche .. mrnln• � ,p.d•ay ., / �/ / t/�� .Man on pbn.l \ C t Ro•el lion cure .M pull« rRedlu. 1• .. . ,n..n « are r:' f t51'd. CG-a1 9 I ---- e. T b- I opli.drb. I. -- a- Clef. N IN.E.S. Cenr.l. �... 0,' • e• - - -- E •penman " e I C•pv,ebr, J' 1 SECTION C-C A _J 'I. Wi.ln "9- r'-a' ear es wear.- '.W." PLAN VIEW 17, cMslr.ct Oared. "-se. Mtn . berab..c a• n.,.<awe crr. D «ew ear sh.,As.r oplb.wno. e z w.. J - e.,i,F• Roaeray ---- ---------------- ir,<'•"ensryrcNor�ri ells DOT/w.Ncls. W-..bNl net. the Io10ei,p� }ape conga ------ p Sx W. Mn. pfa. • enl awes Nucl.d Ylpr ad. 1..<lo, 10'1M. la Slr..l C«.metbn le IM R/W Bros .leb..elbn r.WpiM for r-i 10'0••iaeN (w Con,m.rcia Enlr, port ei c <m be onrll•d M the SECTION A - A ♦ RRa0< 6 ear p«.+b,abn <wb •rd pillar .I,A rot b• c.n.lruol.d Ely -di 1M R/W - e.c.p1 I., r•pbcerMnl _did ee.. < lac• an Ihi. Guidelines for Grade Change D CG!`j a•• - .the. 1, i ft, s M. g CGJ C. -fuel- slrmre t. 1. D• Rdp,.l•a ie mel<n IM to be Cn1r•,e• V.h.n. 0eei.bN I .n. mmv�1aDN cure cenlpv albn. �•� •be l�".d KO (m«• nh 1500 VPD) 0 / I / to .ilhalN Sle,,derd.°sty wdur„ (SOo.Moo VPa) 1 J r 6 / Wn•n 11,• Irene. rM e."el x --deei. In• IV Mq r.Wrr.,r,U on .nikbebe Mar, Lo. rN.s InRn S00 VP01 '6 % a / Ir.cb tropic. con4a•ralipn enoub D. pm•n "o Ira deli"" el oepc•nl prop.vd E.wo•n,p o. to 7 )C Opael dno Ara'""r be wee for _1v ' Oplbna mar rear• .«pYq Nees ab.pn• por.ron 1 pvll•r to rech.d. pondwp I Baler y METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS �\ AND COMMERCIAL ENTRANCES VRIQW p(PMT4CNT ar TRANVORTA11ON cost Iron cleanout cap with brass plug R h rgq a countersunk sqquuare head Pla Modal PA4SV-CSK (4-) Pandla Model PA6SV-CSK (6-) I I cleanou pipe - Wye OR 21 bend square concrete skid pad 20'x 20'x 12' deep aggregate base ( depth 3" ) 6 stone bedding NOTE More length of service lateral to exceeds 75' a cleanou assembly shall be furnished of the property line. SEWER CLEANOUT Figure 17 20308 Plate 3.09-1 This am may be colerete-1 at the option of the contractor This curb is to be used when design speed Is 40 MPH or Ins an Rural highways and 45 MPH ar Ian in developed urban a suburban areas. •A.'.:': 1• : 1' In ..:. �_ . ..� : • •• • ' ' -- _ _ _ _ The bottom of the curb and guaer may be constructed parallel to the slope of sub- surface courses provided a minimum depth of 7" is maintained. fb/e: Caleb. cwb 9 gain« hovVq a radius of 300'or less (along face of curb) shall be paid for as radial combinotion curb 6 guitar. This Item may be precast or cast in place. Concrete to be pass AD if cost M place, 400041 If precast. MAGNUFORM@ III RCS SERIES - RECTANGULAR CUTOFF LUMINAIRE The Magnuform III Series offers an aesthetically -styled rectangular housing with sharp cutoff for a variety of distributions for any lighting application. With a wide range of optical assemblies the RCS Series is ideal for shopping centers, parking areas, malls, commercial and industrial complexes, roadway, or any area where luminaire styling contributes to the visual environment The RCS unit is available in 100-400 watt HPS and 175-400 Metal Halide. Mousing - Lightweight, rugged, one-piece formed and welded aluminum insures smooth construction and weatherproof integrity. The luminaire is pre -drilled for mounting to pole or wall. Ballast - 180°C insulation, -20°F starting (-40°F, HPS), 60 Hz HPF ballast 50 Hz ballast available - contact factory. Lens Door Frame - Extruded frame with rigid corner DIMENSIONS bracing and die-cast zinc loft-hes to permit tool -less entry for servicing. The door has high quality silicone gasketing to seal against entry of insects, dirt and moisture. Decorative silkscreening provides for concealment of electrical compartment. Lens - Flat, tempered and impact resistant glass. LEKTROCOTE© Finish - Two mils minimum of electrostatically applied powder coating, high temperature bonded to the surface for maximum adherence and finish hardness. Standard finishes are bronze, black, gray and white. See ordering information. Additional Features - Fully gasketed for all weather operation. U.L. 1572 listed and suitable for wet locations. C.S.A. certified for outdoor use. IP suitability - IP55. (5 91 rn mm) CATALOG LOGIC RCS- A40OS-3P8-T1 -PCR MAGMUPOIMI III J L 0=. 6 F I Rxu el • Fusing I ARM MOUNT PCR (I ttW0 el - 1Sstecldonned FINISH Taal Loch mounting edsplarl t - BloPhaoconRd 2 • &sck Ck Receptacle WATTAGE/SOURCE 3 - Gray ordsr Wmbcomol N g ♦ White separately) 1 - 120V 175 100 2 - 208V 25o 150 VOL TAG[ 3 • 240V 400 250 5 " �� 4 . z7ry 400 8 • 34ry e : 4e0V ° " OuedTeoe V[RSION 3 L - Leap included (12012081 24012r7V1 ISundar0 an 400H) DISTRIBUTION P - 111 III Assyndthra T - Forward The W. Type Y Sq. (Sstectrve wattages Onto r-i OBBELL7 Lighting, Inc. 1mn) 1 (IOJ mm) P-Rd Type Cat" Number Remarks CG Ir refer b a Y rde AY,. yin M' CY mrlAw r fad Irpl. - 'r t Y ln Crorrrun y0- e,' .eb, roar. anR'Iner Ym "a_ _ see r« A U. cLir - - -" ei. �•�, Ylrt • e Per U. Co'I °'..lam SleerRe h' S1-, Span Y«. wla1A rYed/YW. W 1 Sl.�y, � �y.f.I Mw Cb.rritfl.+ JNn M U. CG-If 88ppye C ea ° O 6' M1K'K KTEMIA/f RAOK M.W FOR USE AT AeFYKetel STREET nt fB£ r Inn cooetcrews mo N vElk'rK •Fr c'ORIrrY CYraip !f T1- r,Af�l eakip! I RADIAL PLAN a ,. ER RARCES. Supra Cc II .Ili 20IIo A i 70 F►•edsedw Jd J F See. 12, ob./doed i A TANGENT PLAN •o ISo"frR.c YkII •trot. V,..CG'J cc-T re used. IIU: AarEs , rV 1. arm edrvww Crb . y fA N 1. lie ffy.y AS Cave. ! Ay N M .epr.Yrar p• f.rffl °� y .Rw b✓rr rrrN reWr.wr b ar.va°tlN w ro1e•rl,p rn srir.�•❖Iprn p% ll.-01 ro,W fray r,o-y rem- .q' «Mere . IL+eW. ar.r .- nY In p'anA /m ararer. radro Ye,Tb rrlded q m um.w .ppep. va.ce-r r i ndm RrW YpM..[eed . w..reer, ehp Y Ire ° CG4 Farr Yoe a ode ,rro'e ld p,ved "Raen.py .Im rw fen r q -Yro p- .. edneY. mmns+epnn Ida." renamed W. R "rbY If .nY.lr« -.Y be rrlM for .o.YEra ed re'=Wd. to mired am h mY In pad affr Yac�*r/ d prfmY ,.�W rkv.PreeY msrf• Yo° b r/p.. AF. SECTION A -A rN. Red Needled pa r. b oeRa 5 . sprar•a "war rocedar .bap urn .Iw d In ,red 'R_ or wY N pain rvr. wld-sago d '1, r-, or- oprad. m y , h'. •s . reee. • Irn orb ,Read ef.a neRer av lie for dind par RYkew To, P*r k CRwa h-ed.pM rRWRaxa, Crew SrdR•r. rY E.peme rorepYr .IdRrR'., eanle•'.,nrae� Sep rr/Ya.ly. -r'Y t>/R,odb RrW PWr .Mp YWM.M edf�. b -4 rasp or. logged Ili pe.wH -,,,,,,• far <rvare red parr. rM .Bed I. Cdo/-b, .fin 51-d X I or CC 7. w Wb run an I., Sroroprd f. . , . • . re be edI.,- N mrcn Im m.roa..,,e cov,Rdrlm SECTION B-B A01Y"rbf' r.Ae f, d dined ed R pRdR•n,. cab R.eb. r. ro ed sow. ed en..n ., arm peen r ed areas a Im Eae,er. r.bl,va•e.Yar, new We WR radio. my . ro D• rreeed larurlau .IrerY w pM rya te .xdn Ih rIpNA UwDe Y [.pee./ •gFepr. Yin... pin <R.,arlro Nee aru.lw .Am 1 Y e .m D% p Np�q lbly .0 a adp ,par d .Ivlrr elM.pn r.. 'V. ,r or ela.r•re r Yen.. fslMy rmr ra. •' Rep• dd..aYed Need anneed r • er.7M = n rf N /,RnRI� Uon _11 a sewn m limn • War'. I. Iw red°+ /' i Rw 4 1rwY .inn ibYIM r�Mph.r,l.. E.r.rl Rrr / q arm f^W . y aMea mar b r OYfrY .Wr..rro ,Irw. _ ro I pad p...nr. frRrrr..R.ro ,are. w..pr r,o Yfo YrWr-d. CURB RAMP Arffdrr[ (PERSONS WITH MOBILITY IMPAIRMENTS) son r0In9 - VWE VEJe WYEer OF rRAVSF'ORr ATOM IbMJed Fla 9! REFERENCE COMBINATION 6" CURB & GUTTER 105 VIRGINIA DEPARTMENT OF 502 TRANSPORTATION 201.03 • • f ;:_,. ,�•i .pee.. �' �,._r. �,. t�i.�r�r•e `! �t�� \t! 1.5T' SM-2A 8" 21-B BASE STONE ENTRANCE PAVEMENT SECTION (BASED ON CBR-6) 2" SM-2A 6" 21-B BASE STONE PARKING AREA PAVEMENT SECTION (BASED ON CBR-6) -, .. l�. � sae• t I i i 'i)r.er,A" ILT fXT ri ., IJlSN Tl., , -,r I f.r,m "I Tf. dc'y 'hw a a;,,; 1:x1. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSWIFE ALONG THE LINE OF STAKES. e'MAz. now 4 3. STAPU FLTER MATERUL 4. RACKML AND COMPACT TO STAKES AND EXTEND TM EXCAVATE) SOM IT RM THE TRENCH. B'ei'e 0.e •e'1'•:�'a' '• 'a'1's 1'a •400. 'e'B 111-1IL-il •eB oY eB e� e� s1 e1 e� s� e�•e�•e�•e�•eB•• - ° e • e e'et• er:s�•• .a1 e� e � •I o � • 1' s jai-miamilibW1.1yEs AUC W11,117'71111i..l ..... ..1: :.M •li .. b. p, , Ad .• Z 8" CONCRETE - 3000 psi Cr WITH MESHui 4" 21-B BASE W STONE Z V DUMPSTER PAD SECTION Z (BASED ON CBR-6) W N In ` O m r cD 4" CONCRETE < CIA 00 3000 psi W/ FIBER S,, 0 ° j `° In � 4" 21-B BASE � _ > I N STONE W SIDEWALK SECTION (BASED ON CBR-6) V In En '. 6" CONCRETE 0 o 3000 psi •. WITH MESH w In 0 Cs. 6" 21-B BASE STONE TRUCK STAGING AREA SECTION (BASED ON CBR-6) ADA St'd "Handicap Parking Only" & "Van Accessible Sings 6" ConicCurb Exposed fig• n Rl�ifip Ramp 1i12 '' 112, Concrete ld&x Walk .n 6, 5 tI Curb CG-6 Window 2 Precast Wheel Block Z.C. Painted Symbol (13 4) �% a 0 M N Handicap Space 8' 5' or 8' I 8' TYPICAL HANDICAP SPACE AND RAMP DETAIL Not to Scale q N U Install 12" of made) 21-B behind curb Match or See Entrance 12' Existing Pavement Section Taper Lane Above tx o ir3 VDOT Field Inspector o+ will approve CG-11 e-t entrance before construction Half Typical Section of Entrance aD Z f., 13) O W rn Q)�y E Z y car o X:..) fin w � r-e rx a a a -Ed a W CO rn Crj rn M rn M Q \ ,_ ~ .. O Chi G l Cc V / `f -) ell ' 00 PRC'F�vJ �O > a v) 0 Q) .rf `.J U U U O w DATE: 9/30/98 SCALE: as shown DESIGNED BY: MDS JOB NO. 2197 SHEET 4 OF 6 ..... �02 .. _-_____._.- W I 1 h 1W Ui S AS GAS ----G-AS GAS GAS GAS Gk5 GAS GAS GAS GAS GAS GAS GAS V V GAS GAS 'GAS S- 7 1� LU 00 NEEL- - Ivy--nn_-W W —W --W --W —W —W —W W W--� W __W —W —W —W __W S-1- S r Lnr- G S \7— \X 3 C CD I . \, LU 4 0 It • 3t C: Lj V) 0 0 V) 69 W cl� 0 Q) co Q.) V) -All outdoor lighting must be shielded co Q) 694 in a manner as to prevent unnecessary glare onto neighboring properties. ...... (0 W co M C11 M rn light pole C\2 to co --------- Of - -1 --� Height=2 C\2 — C\) co 400 watt bulbs I , E8 Landscaping 182 spaces 10 = 19 trees required Ln - ------- 1300'perimeter / 40' = 33 trees required Irv) Parking has an area of 50,325 sf,of which ---:c 5% (2516-sf) must be landscaped. This plan provides, 3975 sf of green area. 43-Red- Maple Trees 2" Caliper Typical WW W w W L � -W W -1W 1)w W W W- W W -W -W W W W W -W 0 O 3 kP • kP kP 66) 1P 69• '7 17 kP 10 �7 V 77, — --- ------- E: 9/30/98 s ...... DAT SCALE: 1 = 30' ------------- DESIGNED BY: MDS JOB NO. 2197 ti 682 SHEET 5 OF 6 0 I Z West Brooke Road —__ weer r-MEMO 4MMM. _ 00 190 ! - - Lr) r :� tw \ w �� co o 't c; ♦ 4 \ \ 1 -L- u7 v 1�O& \ V 1 1 y ,, X 1� u7 ai Q LL l H/ --- \ � N%" i rn f 9 , g94 Z 0 ,- - _. _ e 682 -- W �► ..::..... _. ., .. .. _ _ : `_ f l ----- --•-- � _ d Automotive � _ � *, ,• ' World Wide F- >• -,�. , ___ I ____ _ __��\ Erosion an Sediment Control Q _ 1_ 1 _a \� \ 4 Narrative Q • ! ' _ - _ .. _ Project Description The site is located in the Fort Collier industrial Park on West Brooke Road. The purpose 1 •_ __`. _ of this project is for the construction of a manufacturing plant of approximately 150,000Zn 2 --- �► x \� /� square feet. 694 - -- _ n c 1 n \ _ _ _ _ i Existin Site Conditions 4 r --? 1M n - - \ s �`\ The site currently is an open field with some small scrub trees in places and a drainage ~� 1 I"` �'' ' ' Y easement on the northern side of the lot. This drainage easement has a 060 acre drainage .,� i basin that Flows through four 4'X6' box culverts. �. _ -- I � O Ad'acent Pro Mies Q p 6 - _ L _; `-"-"-""--"`•- _.--- \ I y ` � I - � • � � _ � .. _ � - Shockey Realty, Fort Collier Group, and Southeastern Container own the adjacent properties. e � Soils ei 5 2% two\ _ = - =- ---' --- - ~" — -� The soil conditions are as reported in the USDA Soils Survey The soils on this site are Me -�� \ Fred erick-Poplimento loams (1413, 14C, 16C, 17C). The site has limestone outcroppings -� - I� v .. when excavated. The s� _ _. `� i �71 - -... . /� - These soils ha a slight erosion ion hazards and moderate weirs C I S SS ' tw ��. �,..�� topsoil in these soils range from seven to twelve inches deep. i ..�. �. 68 Critical Areas Erosion and Sediment Control Standards 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2 During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3 A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent ve¢_etation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion 4 Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall he constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5 Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediatelv after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7 Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to he eroding excessively within one near of permanent stabilization shall be proided with additional slope stabilizing measures until the problem is corrected 8 Concentrated runoll"shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain stricture _ f The ditch on the north border will be routed through culverts and permanent soil 684 --- finished i u stabilization will be required once this construction nstrucuon is � 1, _E• costn--a-nd—Sediment Cont rol Measures install silt fence • install construction entrance with wash rack �`""� • Install diversion dikes with sediment traps I. Install check dams O Clear and grade site th nd stria) O Permanent Stabilization Once construction is complete, the areas of exposed ground will be covered with a minimum of four inches of topsoil, fertilizer, seeding, and a blanket of straw. Stormwater Management O a f ark has been royided in a re inal pond ST I. The site will have all silt fence installed. 2 The construction entrance with wash rack will be built. 3 The diversion dikes with riprap sediment traps will be built O 4 The site will be graded. 5 The rock check dams will be placed. 6. The new entrance with the culverts will be constructed with inlet and outlet protection OPLOW 7 Upon completion of the phase the site will have all permanent soil stabilization in place and all inspections by respective agencies completed, then the remaining erosion and sediment control measures may be removed. b Excavated material shall be placed on the uphill side of trenches. property shall he diverted to a stable outlet, adequate channel, pipe or pipe system, or to b) All previously constructed man-made channels shall he analyzed by a detention facility. c Effluent from dewatering operations shall be filtered or passed through Note: The Frederick County Public Works and Engineering Department will retain the P p ough an approved the use of a ten-year storm to verify that stormwater will not overtop its right to add and/or modify these erosion and sediment control measures during the ROCK CHECK DAMS CD '�/ �� construction process, within reason, to ensure adequate protection to the public and j. in applying these stormwater runoff criteria, individual lots or parcels in a residential, 3 • ^0 sediment trapping device, or boat, and discharged in a manner that does not adversely banks and by the use of a two-year storm to demonstrate that commercial or industrial development shall not be considered to he separate [ environment. affect flowing streams or off -site property, stormwater will not cause erosion of channel bed or banks; and development projects. Instead, the development, as a whole, shall be considered to be a DATE: 9/30/98 single development project. Hydrologic parameters that reflect the ultimate development Seeding Schedule Soil Stabilization) e Material used for stabillling trenches shall be properly compacted in order to minimize c) Pipes and storm sewer systems shall he analyzed by the use of a ten- condition shall be used in all engineering calculations. SCALE: 1 = 6� erosion and promote stabilization year storm to verify that stormwater will be contained within the pipe or11 system. 1. Topsoil will be spread at a minimum depth of 4". k. All measuu es used to protect properties and waterways shall be employed in a manner, 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs e. Restabilization shall he accomplished in accordance with these regulations. c. If existing natural receiving channels or previously constructed man-made channels or which minimizes impacts on the physical, chemical and biological integrity of rivers, f Applicable safety regulations shall be complied with, pipes are not adequate, the applicant shall: streams and other waters of the state. per 1000 sf (2 tons per acre) 3. Fertilize with 10- 10- I 0 at a rate of 23 Ibs per 1000 sf (1000 Ibs per acre). DESIGNED BY: MD`'D 1) improve the channel to a condition where aten-year storm will not overtop the (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) 4 Seed mix will consist of 67°'o Kentucky 31 Tall Fescue and 33' 0 Red Top Clover. 17 Where construction vehicle access routes intersect paved or public roads, provisions shall be banks and a two-year storm will not cause erosion to the channel bed or banks; 5. Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and JOB N0. 2197 made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where or anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. sediment is transported onto a payed or public road surface, the road surface shall he cleaned SHEET 6 (7- 6 __ oe i u. p p g a (� 9 Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or 2) improve the pipe or pipe system to a condition where the ten-year storm is The stormwater management at the western end of the park. r E-" �' � � � sweeping and transported to a sediment control disposal area. Street washing shall be allowed only TEMPORARY STONE 1 10 All storm sewer inlets that are made operable during construction shall be protected so that after sediment is removed in this manner. This provision shall apply to individual development lots contained within the appurtenances; or as well as to larger land -disturbing a CONSTRUCTION Maintenance Program O Q O sediment-ladentreated tremove water cannot enter the conveyance system without first being filtered or otherwise g activities. 3) Develop a site design that will not cause the pre -development peak runoff rate `02 ENTRANCE O Q treated to remove sediment. I8.All temporary erosion and sediment control measures shall be removed within 30 days after from atwo-year storm to increase when runoff outfalls into a natural channel or 1 l.Before w will not cause the pre -development peak runoff rate from a ten-year storm to l . The contractor will inspect all erosion and sediment control measures after each rainfall r—+ [� final site stabilization or after the temporary measures are no Ion and at least daily during prolonged rainfall. Damaged and or deficient areas will be O Z newly constructed stormwater conveyance channels or pipes are made operations, P ry longer needed, unless otherwise increase when runoff outfalls into aman-made channel; or repaired or improved immediately. O � � � O adequate outlet protection and any required temporary or permanent channel lining shall be authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting 0 0 installed in both the conveyance channel and receiving channel. from the disposition of temporary measures shall be permanently stabilized to prevent further 4) Provide a combination of channel improvement, stormwater detention or—X X i� erosion and sedimentation. 12. When work in a live watercourse is performed,precautionsother measures which is satisfactory to the plan -approving authority to prevent 3.05 SILT FENCE 2 Furthermore, the contractor will make a daily review of areas of construction activity to W pe , shall be taken to minimize encroachment, control sediment transport and stabilize the work area t h 19.Pro ies and waterways downstream from downstream erosion insure erosion control effectiveness. Additional measures will be installed immediately E-+ (� Po o the greatest extent possible P� _ m development sites shall be protected from sediment where deficiencies are found. W 0 Q during construction. Nonerodible material shall be used for the construction of causeways and deposition, erosion and damage due to increases in volume, velocity and peak flow rate of d. The applicant shall provide evidence of permission to make the improvements E- stormwater runoff for the stated frequency st 3 Permanent erosion control measures include the establishment of grass on exposed cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. storm of 24-hour duration in accordance with the following standards and criteria: TEMPORARY surfaces disturbed in the construction process. e. All hvdrologic analyses shall be based on the existing watershed characteristics and 3. 9 D D Q 13 When a live watercourse must be crossed by construction vehicles more than twice in any six- the ultimate development of the subject project. DIVERSION DIKE volume W a. Concentrated stormwater runoff leaving 4 Sediment traps will be cleaned when the silt reaches one half of the wet storage o month period, a temporary vehicular stream crossing constructed of nonerodible material shall be g a development site shall be discharged provided direct) into an adequate natural or man-made receiving channel, i Y q g pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream f If the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan Phsel 14, All applicable federal, state and local regulations pertaining to working in or crossing live stability analyses at the outfall of the pipe or pipe system shall be performed. watercourses shall he met, shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. b. Adequacy of all channels and pipes shall be verified in the following manner: 3.13 I5 The bed and banks of a watercourse shall be stabilized immediately after work in the g. Outfall from a detention facility shall be discharged to a receiving channel, and energy watercourse is completed. 1) The applicant shall demonstrate that the total drainage area to the point of dissipaters shall be placed at the outfall of all detention facilities as necessary to provide analysis within the channel is one hundred times greater than the contributing a stabilized transition from the facility to the receiving channel 16 Underground utility lines shall be installed in accordance with the following standards in drainage area of the project in question: or addition to other applicable criteria: h. All on -site channels must be verified to be adequate. 3.18 2) a) Natural channels shall be analyzed by the use of a two-year storm to a. No more than 500 linear feet of trench may be opened at one time verify that stormwater will not overtop channel banks nor cause erosion i. increased volumes of sheet flows that may cause erosion or sedimentation on adjacent of channel bed or banks; and GENERAL NOTES 1. Methods and materials used in the construction of the improvements nerein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the vii y;nia Siltation and Erosion Control Handbook. 3. A permit must be obtained froni the office of the Resident Engineer, Virginia Department of Transportation (VDOT) Frederick County prior to construction in existing State right-of-way. 4. Approval of this pion, does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the Yield inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conforms to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, alloy dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains rind appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be dome prior to construction. 20. These plans identify the location of all knov. . gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the ever-�.rovesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions p nor -o and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discreF ancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of --ximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 a,: oplicable. Density shall be certified by a registered professional engineer and results submitted to-'erick County prior to pavement construction. If a geotechnical report has ben prepared, it shoulc -sede the requirements in this note. 23. Contractors shall notify operators who maintain "Ild utility lines in the area of proposed excavating or blasting at least two (2) working days, but no.,. ore than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone .-:embers of the and operators underground utility lines in Frederick County appear below. These numbers tall also be used to serve in an emergency condition. Water/Sewer: Frederick County Sanitation Author P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 FCSA CONSTRUCTION NOTL - 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS S177 THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAF 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PA FOR THE COST OF THIS WORK. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY C1_ 1?E DRILLING THE MANHOLE. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALL._;, ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE �'7-MBI_` IS TO MEET .ASSF - NDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUIL ". `.70TE R�' AIRED. VDOT GENERAL NOTES LEGEND EXISTING INTERMEDIATE CONTOUR ---- - 33 V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR "---- - 330 Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT _ _ _ _EX E/P _ - plans, the most stringent shall govern. PROP E/P PROPOSED EDGE OF PAVEMENT V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _ EX C&G - -- ----- ------ -- Safety & Health Administration and VOSH Rules & Regulations. PROP CBtG PROPOSED CURB AND GUTTER V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R ��-�-�CG=6R - Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T PROPOSED TELEPHONE LINE T T V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP be subject to change ais deemed necessary by VDOT. EXISTING STORM SEWER PROP. 15" RCP V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER -- - -- --- - - , ----- -- ------- ------- V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER -- ----------- ---- arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE - - PROPOSED ELECTRIC SERVICE P 2 V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - -- ------------- --- -- - ------ -------- inspection. PROPOSED GAS LINE V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE adjacent public roadway, through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE Furthermore, access to other properties affected by this project shall be maintained through construction. FENCELINE __._._.-+...___.;�._�,� EXISTING POWER POLE V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE --- -- �---l-- ------ minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w w T w V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER 4: prior to placement of hill. EXISTING REDUCER ---- - w- ----- ----»u--___..__ V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER be compacted in 6 lifts to 95% of theoretical maximum density as determined by STOP SIGN AASHTO T-99 Method A„ within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AN%0R JURISDICTIONAL Road and Bride Specifications. A co of all tests shall be submitted to VDOT 9 P copy prior to STANDARD MP CONSTRUCTION final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT markings must be installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. FIRE MARSHALL'S NOTE Fire lane markings and signage• Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA ITE TRIP GENERATION MANUAL - 6TH EDITION (By Rates) AUTOMOBILE TRAFFIC CLASS 140 - MANUFACTURING 157,033 sf x 3.82/1000 = 600 VPD'S CLASS 715 - SINGLE TENANT OFFICE 15,450 sf x 11.57/1000 = 179 VPD'S TRUCK TRAFFIC ( 10% RULE -) (600 + 179) x 10% x 0.5 x 20 = 779 VPD'S TOTAL TRIP GENERATION OF 1558 PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE INDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE Vy MARK D. SMITH ' No.022837 `rIONAL PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. 12.0 + r; 15" OAK .:-✓ . `- 15" PINE OAK VICINITY MAP SCALE 1"= 2000' SHEET INDEX SHEET 1 COVER SHEET 1a41Th 4, SHEET 2 SITE PLAN SHEET 3 PROFILES N N (s Sly SHEET 4 DETAILS SHEET 5 LANDSCAPING ,AND LIGHTINGO�z SHEET 6 EROSION & SEDIMENT CONTROL PROJECT INFORMATION PARCEL IDENTIFICATION NO. 54 - ((A)) - 36 P STREET ADDRESS: 300 WEST BROOKE ROAD TOTAL AREA: 14.939 ACRES PROJECT AREA: 15 ACRES DISTURBED AREA: 11.50 ACRES CURRENT ZONING: M-1 CURRENT USE: VACANT PROPOSED ZONING: M-1 PROPOSED USE. MANUFACTURING ALLOWED HEIGHT: 60' PROPOSED HEIGHT: 38' MINIMUM OPEN SPACE: 25% PROPOSED OPEN SPACE: 46% REQUIRED PROVIDED BUILDING SETBACKS: FRONT: 75' FRONT: 76.0' RIGHT SIDE: 25' RIGHT SIDE: 177.0' LEFT SIDE: 25' LEFT SIDE: 240.6' REAR: 25' REAR: 132.5' PARKING SETBACKS: REQUIRED FRONT: 25' SIDE: 5' REAR: 5' F.A.R. CALCULATIONS 172,483 sf / 14.939 acres = .265 PROVIDED FRONT: 1 16.5' SIDE: 68.5' REAR: 22.5' PARKING CALCULATIONS Manufacturing Plant Parking Requirement is 3 per 4 employees 120 warehouse employees yields 90 spaces Office Parking Requirement is 1 per 250 sf 15,450 / 250 = 62 spaces 152 spaces required 182 spaces provided (6 are ADA compliant) Z i.i N u� CIO w N ' N N 00 Z c v ° 'c N co U-) l ' 1 J 'Q, I a' >- _ > - `nr` c 4,C co L_ WW I s � V a a� x � �� L a ril a) o h,*L*N _k S 's a) >1 c N c 4 W (n _ J N Q o � CL 0- 1 X < 9? o0�ui i > <O 0 10< a- U_ V) Qri WCnCn � Q U � O �I Q. P r N W W B Ei 0 0 0 a 0 co WW �' c nIR WG+ C�Q IV 0 � � cu B � G, a 0 L, LZ. WG U- rn n� a W� a n a a d W a M co CO � a.) rn rn rn M 0� rn Q� CQ cC i�� Ur o m �. o � CQ �\�� r4 -1 .� .� .4 -4 -4 cv c) ENVIRONMENTAL FERTURES PERCENT SIGN REQUIREMENTS FEATS DISTURBED MINIMUM SETBACK FROM PROPERTY LINE = 10' FLOODPLAINS 0 SIGN MAY HAVE UP TO 100 sf OF AREA LAKE :� PONDS 0 MAXIMUM ALLOWABLE HEIGHT IS 60' WET;1NDS > 1 AC 0 SINKHOLES 0 NATURAL S.W. 0 DFYENTION AREAS STEEP SLOPES 0 >15% WOODLANDS 0 * ANY PROPOSED SIGNS OUTDOOR LIGHTING AND STORAGE WILL , , MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY C0 VER SHEET Project Name: Project Number: World Wide Automotive 2197 Magisterial District: Date of Plan: (Month, Day, Year) Stonewall District 9/21 /98 Owner: Fort Collier Group Developer: same Engineer Certifying Plan: Greenway Engirc-- , ng Address, Including Zip Code & Telephone No. Address, Including Zip Code & Telephone No. Address, Including Zip Code & Telephone No. 6231 Leesburg Pike Suite 600 Falls Church, VA 22044 (703) 256-9700 151 Windy Hill Lane Winchester, VA 22602 (540) 662-4185 rA -W o� co -+--> N + Q U) O 7J r C 44 a) e0 O ry) W n\ W .r e� U O d 4-)7 � d O O DATE: 9/30/98 DESIGNED BY: MDS JOB NO. 2197 SHEET 1 OF 6